Authorize professional architectural and engineering services agreement

RESOLUTION NO. 2022- A RESOLUTION OF THE VILLAGE OF PINECREST, FLORIDA, AUTHORIZING THE MANAGER TO ENTER INTO A CONTRACT WITH BCC ENGINEERING, LLC; PROVIDING FOR AN EFFECTIVE DATE. WHEREAS, Village of Key Biscayne, Florida, a Florida Municipal Corporation, conducted a competitive bidding process for the procurement of Professional Architectural and Engineering Services and awarded a bid to BCC Engineering, LLC; and WHEREAS, pursuant to Section 2-287 of the Code of Ordinances, the Village Manager is authorized to execute contracts, as entered into by other governmental authorities, provided that the governmental authority has followed a competitive bidding procedure leading to the award of the bid or contract in question; and WHEREAS, the Village Manager wishes to enter into a contract with BCC Engineering, LLC for design of Stormwater/drainage projects identified in the Stormwater Master plan;

NOW, THEREFORE,

BE IT RESOLVED BY THE VILLAGE COUNCIL OF PINECREST, FLORIDA, AS FOLLOWS: Section 1. That the Village Council hereby authorizes the Village Manager, pursuant to Section 2-287 of the Code of Ordinances, to “piggyback” on an existing contract between Village of Key Biscayne, Florida, a Florida Municipal Corporation, and BCC Engineering, LLC (RFQ No. 2021-1101), and enter into an agreement with BCC Engineering, LLC for design of Stormwater/drainage projects identified in the Stormwater Master plan. Section 2. This resolution shall take effect immediately upon adoption. PASSED AND ADOPTED this 12th day of April, 2022. Joseph M. Corradino, Mayor Attest: ____________________________ Priscilla Torres, CMC Village Clerk Approved as to Form and Legal Sufficiency: ____________________________ Mitchell Bierman Village Attorney Consent Agenda DATE: April 6, 2022 TO: The Honorable Mayor and Members of the Village Council FROM: Yocelyn Galiano, ICMA-CM, Village Manager RE: Resolution Awarding Professional Architectural and Engineering Services. The Village will like to enter into an agreement with BCC Engineering, LLC for the provision of Professional Architectural and Engineering Services by piggybacking on an existing agreement from the Village of Key Biscayne, Florida, a Florida municipal corporation, contract RFQ No. 2021-1101. This contract will be used for design of Stormwater/drainage projects identified in the Stormwater Master plan. I hereby respectfully recommend the Village Council adopt the attached resolution awarding the contract for the provision of Professional Architectural and Engineering Services to BCC Engineering, LLC. 1st November XXXXXX 2021-1101 XXXXXXX 2021-1101 XXXXXXX 2021-1101 XXXXXXX 2021-1101 XXXXXXX 2021-1101 XXXXXXX 2021-1101 XXXXXXX 2021-1101 XXXXXXX 2021-1101 XXXXXXX 2021-1101 XXXXXXX 2021-1101 XXXXXXX 2021-1101 XXXXXXX 2021-1101 XXXXXXX 2021-1101 EXHIBIT “A” CONSULTANT’S PROPOSAL Contract No. 2021-08-17 Page 13 of 40 Continuing Architectural & Engineering Services VILLAGE OF KEY BISCAYNE | REQUEST FOR QUALIFICATIONS NO. 2021-08 CIVIL ENGINEERING R E F . # : 2 0 2 1 - 0 8 C I V Continuing Architectural & Engineering Services VILLAGE OF KEY BISCAYNE | REQUEST FOR QUALIFICATIONS NO. 2021-08 R E F . # : 2 0 2 1 - 0 8 W W WATER RESOURCES ENGINEERING Continuing Architectural & Engineering Services VILLAGE OF KEY BISCAYNE | REQUEST FOR QUALIFICATIONS NO. 2021-08 CIVIL ENGINEERING R E F . # : 2 0 2 1 - 0 8 C I V TAB A letter of intent CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 1 February 12th, 2021 Village of Key Biscayne | Selection Committee 88 West McIntyre Street Key Biscayne, Florida 33149 Response to Village of Key Biscayne RFQ No. 2021-08 – Continuing Architectural & Engineering Services - Water Resources Engineering Services Dear Evaluation Committee: BCC Engineering, LLC (BCC) is pleased to submit our qualifications to the Village of Key Biscayne to provide Continuing Architectural and Engineering Services under RFQ 2021-08. BCC is committed and proud to successfully present this submittal to deliver Water Resources Engineering Services for the Village. MARKETS SERVED Since our inception in 1994, BCC has continuously served state and local municipalities in similar contracts. As one of the fastest-growing firms with one of the largest local professional workforces in South Florida, BCC is ranked #201 on the Engineering News-Record’s (ENR) Top 500 Engineering Design Firms in the United States. Our ability to consistently manage staff to meet project requirements and budget constraints has allowed us to develop long-standing relationships with our clients. Likewise, our successful partnerships on many award-winning Design-Build and conventional projects has granted us exceptional insight into implementing complex stormwater management systems. This is reflected in our repeat business, which is currently allowing us to provide similar Water Resources Engineer services as part of the continuing engineering service contracts with North Bay Village, City of Sunrise, City of Lauderhill, City of Doral, City of Miami, and the City of Miami Beach. As a Miami-Dade County-headquartered company, we are fully invested in the community and are actively involved in designing stormwater management systems that are sustainable and resilient. This Contract is an exciting opportunity for us to translate our experience in stormwater management projects throughout South Florida and provide added value to the Village that ensures the successful delivery of any Water Resources projects assigned to BCC under this Contract. We can and will deliver excellence under this Contract!! I will be your Contract Manager for all services BCC provides to the Village. I have been working in the South Florida area for over 15 years with multiple municipalities and agencies in the tri-county area. My experience includes design, construction management, alternative delivery, as well as program management services. PROJECT MANAGER We have assigned one of our most experienced Water Resources Project Manager, Mr. Alex Vazquez, PE, CFM, to lead this Contract. Mr. Vazquez has over 36 years of professional engineering experience, emphasizing in Water Resources Program Management, including stormwater management systems analysis, design, and permitting; hydrologic, hydraulic, and water quality modeling; stormwater management master plan development; watershed studies; sea-level rise studies and flooding assessment/mitigation studies. CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 2 PRIME PROPOSER INFORMATION Prime Proposer: BCC Engineering, LLC Location: 6401 SW 87th Avenue, Suite 200, Miami, FL 33173 Representative: Alex Vazquez, PE, CFM Contact Information: avazquez@bcceng.com | 305-670-2350 WHY BCC? The staff proposed under this contract consists of industry experts in stormwater management and the alternative delivery arena, including a group of water experts that have been responsible for the planning, design, implementation, and construction management of watershed improvements in areas with extremely similar conditions to that of the Village of Key Biscayne. As you’ll see in Section E of our proposal, BCC is proposing a proven and innovative approach that relies on state-of-the-art technology/modeling software to develop a customized solution that serves all of the Village residents. Through this submittal, we document our understanding of the scope of work to be performed and our commitment to deliver quality projects within budget and on schedule to the Village of Key Biscayne. Thank you for your time and consideration. We look forward to your evaluation results and to collaborate with you soon. Sincerely, BCC Engineering, LLC Victor Herrera, PE Senior Vice President Continuing Architectural & Engineering Services VILLAGE OF KEY BISCAYNE | REQUEST FOR QUALIFICATIONS NO. 2021-08 CIVIL ENGINEERING R E F . # : 2 0 2 1 - 0 8 C I V Continuing Architectural & Engineering Services VILLAGE OF KEY BISCAYNE | REQUEST FOR QUALIFICATIONS NO. 2021-08 R E F . # : 2 0 2 1 - 0 8 W W WATER RESOURCES ENGINEERING Continuing Architectural & Engineering Services VILLAGE OF KEY BISCAYNE | REQUEST FOR QUALIFICATIONS NO. 2021-08 CIVIL ENGINEERING R E F . # : 2 0 2 1 - 0 8 C I V TAB F Insurance CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 1 INSR ADDL SUBR LTR INSR WVD DATE (MM/DD/YYYY) PRODUCER CONTACT NAME: FAX PHONE (A/C, No): (A/C, No, Ext): E-MAIL ADDRESS: INSURER A : INSURED INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : POLICY NUMBER POLICY EFF POLICY EXP TYPE OF INSURANCE LIMITS (MM/DD/YYYY) (MM/DD/YYYY) COMMERCIAL GENERAL LIABILITY AUTOMOBILE LIABILITY UMBRELLA LIAB EXCESS LIAB WORKERS COMPENSATION AND EMPLOYERS' LIABILITY DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) AUTHORIZED REPRESENTATIVE INSURER(S) AFFORDING COVERAGE NAIC # Y / N N / A (Mandatory in NH) ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? EACH OCCURRENCE $ DAMAGE TO RENTED $ PREMISES (Ea occurrence) CLAIMS-MADE OCCUR MED EXP (Any one person) $ PERSONAL & ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS - COMP/OP AGG $ $ PRO- OTHER: LOC JECT COMBINED SINGLE LIMIT $ (Ea accident) BODILY INJURY (Per person) $ ANY AUTO OWNED SCHEDULED BODILY INJURY (Per accident) $ AUTOS ONLY AUTOS AUTOS ONLY HIRED PROPERTY DAMAGE $ AUTOS ONLY (Per accident) $ OCCUR EACH OCCURRENCE $ CLAIMS-MADE AGGREGATE $ DED RETENTION $ $ PER OTH- STATUTE ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ If yes, describe under E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS below POLICY NON-OWNED SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer any rights to the certificate holder in lieu of such endorsement(s). COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: CERTIFICATE HOLDER CANCELLATION © 1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD ACORD 25 (2016/03) ACORDTM CERTIFICATE OF LIABILITY INSURANCE Travelers Indemnity Company of America National Union Fire Ins Co of PA The Phoenix Insurance Company Berkley Insurance Company 2/09/2021 Greyling Ins. Brokerage/EPIC 3780 Mansell Road, Suite 370 Alpharetta, GA 30022 Carly Underwood 770.670.5324 866.550.4082 carly.underwood@greyling.com BCC Engineering, LLC 6401 SW 87th Avenue, Suite 200 Miami, FL 33173 25666 19445 25623 32603 20-21 A X X X 680002R538648 08/14/2020 08/14/2021 1,000,000 1,000,000 5,000 1,000,000 2,000,000 2,000,000 B X X X 0 BE080728844 08/14/2020 08/14/2021 5,000,000 5,000,000 C N UB002R509597 08/14/2020 08/14/2021 X 1,000,000 1,000,000 1,000,000 D Professional Liability incl. Pollution Liab. AEC904088600 07/29/2020 08/14/2021 Per Claim $6,000,000 Aggregate $6,000,000 Sample Certificate 1 of 1 #S2579406/M2356688 BCCENGIN Client#: 97058 CUND1 CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 2 CERTIFICATE OF LIABILITY INSURANCE Acct#: 2805069 DATE (MM/DD/YYYY) 12/10/2020 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER, AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Lockton Affinity, LLC P. O. Box 879610 Kansas City, MO 64187-9610 CONTACT NAME: Lockton Affinity, LLC PHONE (A/C.NO Ext): 877-320-9393 FAX (A/C, No): 913-652-7599 E-MAIL ADDRESS: EFM@locktonaffinity.com INSURER(S) AFFORDING COVERAGE NAIC # INSURER A: Old Republic Insurance Company 24147 INSURED BCC Engineering 6401 SW 87th Avenue, Suite 200 Miami, FL 33173 INSURER B : INSURER C : INSURER D : INSURER E : INSURER F : COVERAGES CERTIFICATE NUMBER REVISION NUMBER THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR LTR TYPE OF INSURANCE ADDL INSD SUBR WVD POLICY NUMBER POLICY EFF (MM/DD/YYYY) POLICY EXP (MM/DD/YYYY) LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE Claims Made Occur DAMAGE TO RENTED PREMISES (Ea occurrence) MED EXP (Any one person) PERSONAL & ADV INJURY GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE POLICY PROJEC T LOC PRODUCTS - COMP/OP AGG OTHER A AUTOMOBILE LIABILITY X X L322199 – 20 08/14/2020 08/14/2021 COMBINED SINGLE LIMIT (Ea accident) $1,000,000 ANY AUTO BODILY INJURY (Per person) $ OWNED AUTOS HIRED AUTOS ONLY X SCHEDULED AUTOS NON-OWNED AUTOS BODILY INJURY (Per accident) $ X X PROPERTY DAMAGE (Per accident) $ $ UMBRELLA LIAB EXCESS LIAB OCCUR CLAIMS- MADE EACH OCCURRENCE $ AGGREGATE $ DED RETENTION $ $ WORKERS COMPENSATION AND EMPLOYERS' LIABILITY Y /N ANYPROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? (Mandatory in NH) If yes, describe under DESCRIPTION OF OPERATIONS below N / A PER STATUTE OTH- ER E.L. EACH ACCIDENT $ E.L. DISEASE - EA EMPLOYEE $ E.L. DISEASE - POLICY LIMIT $ DESCRIPTION OF OPERATIONS / LOCATIONS / VEHICLES (ACORD 101, Additional Remarks Schedule, may be attached if more space is required) GPBR: 2QL2 Policy provides protection for any and all operations/jobs performed by the named insured where required by written contract. Certificate holder is an Additional Insured where required by written contract. Waiver of Subrogation included by written contract. Insurance is primary and non-contributory. CERTIFICATE HOLDER CANCELLATION Proof of Coverage SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE © 1988-2016 ACORD CORPORATION. All rights reserved. ACORD 25 (2016/03) The ACORD name and logo are registered marks of ACORD Continuing Architectural & Engineering Services VILLAGE OF KEY BISCAYNE | REQUEST FOR QUALIFICATIONS NO. 2021-08 CIVIL ENGINEERING R E F . # : 2 0 2 1 - 0 8 C I V Continuing Architectural & Engineering Services VILLAGE OF KEY BISCAYNE | REQUEST FOR QUALIFICATIONS NO. 2021-08 R E F . # : 2 0 2 1 - 0 8 W W WATER RESOURCES ENGINEERING Continuing Architectural & Engineering Services VILLAGE OF KEY BISCAYNE | REQUEST FOR QUALIFICATIONS NO. 2021-08 CIVIL ENGINEERING R E F . # : 2 0 2 1 - 0 8 C I V TAB G Litigation Statement CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 1 CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 2 Continuing Architectural & Engineering Services VILLAGE OF KEY BISCAYNE | REQUEST FOR QUALIFICATIONS NO. 2021-08 CIVIL ENGINEERING R E F . # : 2 0 2 1 - 0 8 C I V TAB H Warranty CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 1 Continuing Architectural & Engineering Services VILLAGE OF KEY BISCAYNE | REQUEST FOR QUALIFICATIONS NO. 2021-08 CIVIL ENGINEERING R E F . # : 2 0 2 1 - 0 8 C I V Continuing Architectural & Engineering Services VILLAGE OF KEY BISCAYNE | REQUEST FOR QUALIFICATIONS NO. 2021-08 R E F . # : 2 0 2 1 - 0 8 W W WATER RESOURCES ENGINEERING Continuing Architectural & Engineering Services VILLAGE OF KEY BISCAYNE | REQUEST FOR QUALIFICATIONS NO. 2021-08 CIVIL ENGINEERING R E F . # : 2 0 2 1 - 0 8 C I V TAB I Forms CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 1 CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 2 CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 3 CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 4 CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 5 CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 6 CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 7 CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 8 CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 9 CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 10 CERTIFICATE OF AUTHORITY (IF INDIVIDUAL) I HEREBY CERTIFY that, I (Name) , individually and doing business as (d/b/a) (If Applicable) have executed and am bound by the terms of the Bid to which this attestation is attached. IN WITNESS WHEREOF, I have hereunto set my hand this , day of , 20 . 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[ ] The entity submitting this sworn statement, or one or more of its officers, directors, executives, X CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 15 CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 16 CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 17 CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 18 Continuing Architectural & Engineering Services VILLAGE OF KEY BISCAYNE | REQUEST FOR QUALIFICATIONS NO. 2021-08 CIVIL ENGINEERING R E F . # : 2 0 2 1 - 0 8 C I V Continuing Architectural & Engineering Services VILLAGE OF KEY BISCAYNE | REQUEST FOR QUALIFICATIONS NO. 2021-08 R E F . # : 2 0 2 1 - 0 8 W W WATER RESOURCES ENGINEERING Continuing Architectural & Engineering Services VILLAGE OF KEY BISCAYNE | REQUEST FOR QUALIFICATIONS NO. 2021-08 CIVIL ENGINEERING R E F . # : 2 0 2 1 - 0 8 C I V TAB B Proposal Narrative CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 1 Since our inception in 1994, BCC has continuously served local governments and institutions in similar general services contracts. This experience has fueled our growth, making us one of the largest engineering firms headquartered in South Florida. We are a recognized award-winning consulting firm that has led some of the most complex transportation, infrastructure and general engineering projects in Florida. Our distinctive design approach has earned us a reputation for bold innovation and integration of engineering practice that results in cost-effective, safe and functional designs, and we apply this approach to any project, any size, any discipline, every time. UNDERSTANDING YOUR NEEDS The Village is a thriving community that is presented with the complex challenge of balancing the enjoyment and conservation of its water environment while concurrently having to develop strategies to protect its residents and property from water resources- related issues. Similar to other coastal municipalities, the Village’s stormwater problems are accentuated by its low-lying topographical nature. These problems are further amplified because the Village is encompassed by tidal waters, which have detrimental effects on critical infrastructure. Without a strategic plan for the future, the Village will become more susceptible to the ever-increasing impacts of: • Rising sea-level and groundwater table • Increasing intensity, frequency, and duration of rainfall events and storm surges • Increasing magnitude of king tide events • Deteriorating coastal infrastructure • Receding seagrass habitat BCC understands that this Contract’s primary purpose is to provide a multitude of Water Resources Engineering services to mitigate these impacts, while also addressing other critical Water Resources Engineering needs. As part of this Contract, BCC will act as an extension of the Village in providing the needed Water Resources Engineering services. OUR PROPOSED APPROACH To address the Village’s needs and embrace the Village’s visions of livability, resiliency, and prosperity, BCC will implement a collaborative and holistic project approach that will result in adaptive, multi-faceted, and cost-effective stormwater management projects. A robust stormwater modeling tool is needed to assess the current flood protection level of service, evaluate existing drainage conditions, and adequately analyze and design cost-effective stormwater management projects. BCC’s approach includes implementing two-dimensional (2D) modeling software, such as ICPR 4, that eliminates the limitations and inaccuracies of one-dimensional (1D) modeling tools. The Village’s overall XP-SWMM model developed as part of the latest Stormwater Master Plan update will be used to establish boundary conditions for the localized 2D models. As part of any stormwater management project assessment, BCC will implement all available Blue/Green Infrastructure Best Management Practices (BMPs) to the maximum extent possible. These BMPs will add additional resiliency and project aesthetics. This approach was successfully implemented to analyze and design a critical Stormwater Management Pump station for North Bay Village. HOW DOES THIS BENEFIT THE VILLAGE? BCC’s approach will involve an adaptive approach to Water Resources Engineering, which is supported by dynamic tools that allow us to actively design adaptive projects as conditions and priorities change over time. This will be highly beneficial to the Village due in part to the uncertainties with the timing of sea-level and groundwater rise, scarcity of funding during current times, and an ever-changing climate. Considering that significant capital investments will need to adapt to rising seas, it is imperative to develop innovative, adaptive stormwater management projects that provide the needed resiliency in a cost-effective manner. This approach can help the Village be most efficient with its capital expenses and focus scarce resources on the greatest community benefits. TOP #201 #267 IN 2019 2020 Continuing Architectural & Engineering Services VILLAGE OF KEY BISCAYNE | REQUEST FOR QUALIFICATIONS NO. 2021-08 CIVIL ENGINEERING R E F . # : 2 0 2 1 - 0 8 C I V Continuing Architectural & Engineering Services VILLAGE OF KEY BISCAYNE | REQUEST FOR QUALIFICATIONS NO. 2021-08 R E F . # : 2 0 2 1 - 0 8 W W WATER RESOURCES ENGINEERING Continuing Architectural & Engineering Services VILLAGE OF KEY BISCAYNE | REQUEST FOR QUALIFICATIONS NO. 2021-08 CIVIL ENGINEERING R E F . # : 2 0 2 1 - 0 8 C I V TAB D Personnel Qualifications CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 1 a. Key Staff Questionnaire completed and submitted through Procurement Portal. b. No Subcontractors were added to the Subcontractors Questionnaire. Subcontractors Questionnaire submitted through Procurement Portal. CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 2 PROJECT MANAGER QUALITY CONTROL PRINCIPAL-IN-CHARGE/ CONTRACT MANAGER STORMWATER SYSTEM DESIGN NPDES PERMITTING STORMWATER MODELING COMMUNITY RATING SYSTEM PUBLIC & COUNCIL MEETING PRESENTATION DESIGN CRITERIA Alex Vazquez, PE, CFM Wilfredo Rodriguez, PhD Victor H. Herrera, PE Alexander George, PE Armando Rodriguez Carlos Formos, EI Misael Ramirez Alex Vazquez, PE, CFM Armando Rodriguez Mohammad Islam, EI Sebastian Honigfort, PE, ENV SP Viviana Villamizar Tatiana Vargas, EI Tatiana Vargas Castilla, EI Sebastian Honigfort, PE, ENV SP Alex Vazquez, PE, CFM Joanne Prince, PE, ENV SP Sebastian Honigfort, PE, ENV SP Joanne Prince, PE, ENV SP Jairo A. Rodriguez, PE Sebastian Honigfort, PE, ENV SP Key Personnel Relevant Experience Alex Vazquez, PE, CFM Alex George, PE Sebastian Honigfort, PE, ENV SP Tatiana Vargas Castilla, EI Joanne Prince, PE, ENV SP SWMP 2019 Update,Doral, FL   Installation of 48-inch Diameter Transmission Main for Area “N”, Miami, FL   264/268 SW 268/264 Street Connector (E06-PW-06), Miami, FL   North Bay village Pump station, North Bay Village, FL   City of Lauderhill Stormwater Management and Flood Protection Master Plan, Lauderhill FL   NW 102nd Avenue Improvements, Doral, FL   CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 3 Victor H. Herrera, PE Contract Manager Victor Herrera brings 17 years of experience in the design and implementation of engineering projects. He has strong project experience working with municipalities and leading complex projects. Mr. Herrera has specialized professional competence in parking lots, grading, earthwork, and drainage design, as well as experience in plans processing for permit approval, water and sewer design, geotechnical investigation evaluation, and interpretation of soil borings and recommendations. Victor is a Senior Vice President with BCC and serves as the Civil Operations Manager for the firm. He is responsible for management, profitability, and direction of the firms staff, establishing and monitoring procedures and processes, adherence to corporate and company policies, project contractual terms and quality control procedures. Victor frequently serves as a Project Principal or Project Director for large or significant projects and is responsible for marking sure that BCC is providing the appropriate technical resources to assure delivery of quality service and products to our clients on time and within budget. Relevant Experience: North Bay Village Contract for General Professional Engineering and Architectural Services, Village of North Bay, FL, Reference: Marlon Lobban, (305) 756-7171 Ext.66, mlobban@nbvillage.com - The project involves several task work orders. The scope of services include, but are not limited to, providing general engineering and architectural services to provide planning, reviews, assessments, reports, studies, design, project permitting, renderings, schedules, cost estimates, construction specifications, project management, construction inspection and construction management for projects such as marine construction, roadway, transportation/traffic signalization, traffic calming, drainage, water, sanitary sewer, site plan, architectural planning and design (incl. Structural, mechanical, electrical and plumbing), sustainability, environmental and landscaping. Project Role: Principal. Stormwater Work Program, Miami, FL, Reference: Elyrosa Estevez, PE, CFM, 305-416-1200, EEstevez@ci.miami.fl.us - Mr. Herrera guided the effort of developing a stormwater work program to address over one hundred existing stormwater structures that were not in compliance with local regulatory criteria. Recommendations were based on engineering feasibility, schedule, and estimates of probable construction costs as well as stormwater requirements of the structure. Elements of the work included utilization of existing data provided by the City, site visits to each structure, developing alternatives that are permittable with the Florida Department of Environmental Protection (FDEP) Underground Injection Control Program and Miami Dade County Department of Environmental Resources Management (DERM), preparing preliminary construction documents and specifications, and compiling a thorough report to be used as a design criteria package for a design/build request for proposal (RFP). Project Role: Project Manager and Owner’s Representative. Years Experience: 17 years Education: BS in Civil Engineering, Florida State University Registration: Professional Engineer Florida No. 71164 Alabama No. 30849 Pipeline Assessment Professional (PACP), Florida No. 06-16991 CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 4 Flagler Street Downtown Beautification - Civil Engineering Services for Roadway, Parking, and Pedestrian Accommodations, Miami, FL, Reference: Bob Beaty, PE, (954-931-6581)/ BobB@Lanzo.org, Hector Badia, (305) 416-1236, HBadia@miamigov. com - The project involves full roadway reconstruction, sidewalk widening, provision of valet parking system, reconfiguration of on-street parking and coordination with the landscape architect to propose trees in a corridor saturated by underground utilities designed and permitted for relocation. The purpose for this project is to make Flagler Street a more pedestrian-friendly roadway where the street can be closed for events creating a street plaza environment. In addition, several traffic calming measures were introduced including narrowing the travel lanes, decorative high-visibility pedestrian cross walks, and decorative street furniture. The project also included the provision of new hardscape patterns, street lighting design and the re-design of the drainage system to provide a 100-year service life operation. In addition, this project includes extensive utility coordination, new design of the water distribution line and two sanitary sewer gravity lines. Extensive coordination with permitting authorities, Miami-Parking Authority, and Miami Downtown Development Agency (DDA). Project Role: Senior Project Manager. Design-Build Services for the Installation of a 48-inch Diameter Transmission Main for “Area N” Package IV-A, Miami, FL, Reference: Alex Retamar, (786) 552- 4405, Alex.Retamar@miamidade.gov - Design-Build services for the installation of approximately 8,800 linear feet of 48-inch diameter P.C.C.P. transmission water main along SW 117th Avenue to connect the County’s new 36- inch diameter water transmission main project at SW 152nd Street and SW 127th Avenue. The purpose is to enhance Miami-Dade WASD’s water service reliability and address water pressure deficiencies in the County’s southern service area. BCC’s scope of work included plan-profile design of the 48-inch diameter water main, permitting through various agencies to allow construction, and coordination between WASD, the contractor, and various sub-consultants. Project Role: Principal Installation of 12-inch DIP Water Main & Service Reconnection in SW 268 ST from West of SW 139 Ave to East of SW 123 PL, Homestead, FL, Reference: Jose A. Diaz, (786) 552-4383, jose.diaz@miamidade. gov - The project consists of approximately 7,000 linear feet of new 4-inch to 12-inch water main installation to replace existing cast iron and asbestos pipes, service connections, fire hydrant removal and replacement, trench restoration, pavement restoration and pavement markings. Extensive design, coordination between MDWASD and Miami- Dade County Public Works Department, permitting, bidding and construction services for water main installation. Project Role: Contract Manager Upgrade Sewage Pump Station 1002, Homestead, FL, Reference: Tania Fernandez, (305) 592-7283, tfernandez@apcte.com - Design, permitting, bidding and construction services to upgrade sewage PS 1002 with rehabilitation to existing wet well, two new 34 HP submersible pumps, new valve vault, new electric control panel and electrical equipment, new generator and fuel tank, 6-inch and 8-inch pipes and fittings, fencing and site restoration. The project, located on a small easement, requires close coordination with utility providers due to overhead utilities that cannot be powered down. Upon completion of design, BCC will be responsible for the review of shop drawings, proposed substitutions, reviewing contractor’s pay requests, change order analysis, and claims assistance (if any). Project Role: QA/QC. Biscayne Landing, City of North Miami, FL, Reference: Darryl Lee, PE, (561) 504-0909, dlee@turnberry. com - Mr. Herrera lead a team of 18 professionals in the design and permitting for 4,300-linear feet of a new 4-lane spine road on top of an existing landfill. Utility improvements included the design and permitting of a 16-inch sanitary sewer force main and the looping of a 12-inch water main. This site, entailing 184-acres, will ultimately be a mixed- use development consisting of commercial/retail, high rise towers, and other amenity features. Due to the history of the site (old landfill) the design approach required a collaborative effort between design engineers, solid waste specialists, and geotechnical consultants. Project Role: Project Manager/Client Service Manager. Victor H. Herrera, PE (Page 2) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 5 Alex Vazquez, PE, CFM Project Manager Alex Vazquez has over 36 years of professional engineering consulting and construction management experience. Mr. Vazquez’s experience encompasses a wide-range of project types including, but not limited to: drainage infrastructure and stormwater management systems analysis, design and permitting; hydrologic, hydraulic and water quality modeling with a wide-variety of water resources numerical models; stormwater management master plan development; watershed studies; sea-level rise studies; flooding assessment/mitigation studies; industrial and commercial site development; design of water/wastewater collection and distribution systems, environmental permitting; construction management; and application of GIS technologies to civil, environmental and water resources engineering projects. Mr. Vazquez has also served as an expert witness on numerous flooding and flood protection level of service litigation cases. Relevant Experience: Stormwater Improvements Design for Years 2 and 3, Doral, FL, Carlos Arroyo, (305) 593-6740, carlos.arroyo@cityofdoral.com - Mr. Vazquez was Project Manager for this project performing drainage analysis, detailed design, and permitting for multiple sites within the City of Doral with existing flooding issues as outlined in the City’s Stormwater Management Master Plan. As part of this contract, Mr. Vazquez analyzed the existing drainage conditions and designed individualized drainage improvements for each site utilizing existing drainage systems with additional French drains. Drainage improvements were made under the maintenance work. Each project entailed prepared plans and specifications for bidding purposes. Mr. Vazquez also supported during the bidding phase and provided post-design services, including periodic site visits, approving payment requisitions, and project close-out services. Project Role: Project Manager, QA/QC. Collins Ave. Drainage Pump Station Design, City of Miami Beach, FL, Mario Dominguez, PE, (305) 470-5486, Mario.Dominguez@dot.state.fl.us - Mr. Vazquez was the Project Manager and was responsible for the stormwater pump station design at Collins Avenue and 23rd Street. The project included the design of the stormwater pump station (pgm) with two (2) 5,200 gallon per minute submersible pumps. The pump station is connected to a retrofitted existing outfall with direct discharge into Indian Creek. A pollution control structure, to provide water quality volume, was provided downstream of the pump station. The design also included incorporating sluice gates at the three water control structures to allow the flexibility of providing emergency bypass in the event that the pumps or power failed during a major storm event. Project Role: Project Manager. Stormwater Management Master Plan Development and Sea Leve Rise Assessment, Village of Pinecrest, FL, Reference: David Mendez, (305) 669-6916, dmendez@pinecrest-fl.gov - Mr. Vazquez was the Project Manager and Engineer of Years Experience: 36 years Education: BS in Civil Engineering, University of Florida Registration: Professional Engineer Florida No. 42108 Certifications: Certified Floodplain Manager (CFM) No. US-16-09342 Advanced Work Zone Traffic Controls FDOT Plans/Specifications Preparation ICPR User Training V3 & V4 XP-SWMM User Training MIKE HEC-RAS User Training MIKE 11 User Training CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 6 Record of the Village of Pinecrest Stormwater Master Plan development. The Village is a suburban area in Miami-Dade County (County), Florida. Incorporated in 1996, the Village of Pinecrest has a population of over 18,000 (based on the 2010 Census) and has a total area of 7.53 square miles. The Village limits lie within the C-2 and C-100 Basins. The Village did not have a previous Stormwater Master Plan, a complete hydraulic and hydrologic stormwater model of its primary stormwater management systems, or an associated capital improvement plan for stormwater management related projects. Project Role: Project Manager and Engineer of Record. National Pollutant Discharge Elimination System (NPDES) Program, Monroe County, FL, Reference: Mario Dominguez, PE, (305) 470-5486, Mario. Dominguez@dot.state.fl.us - Mr. Vazquez was the Project Manager on this project which entailed developing and implementing a Phase II National Pollutant Discharge Elimination System (NPDES) Municipal Separate Storm Sewer System (MS4), a 5-year program for the State roads within the City of Key West and Marathon in Monroe County. This continuing contract included assisting District 6 in negotiating the permit conditions with the Florida Department of Environmental Protection (FDEP) and preparing the Notice of Intent (NOI) documents on behalf of District 6. NPDES activities consisted of developing a system-wide NPDES MS4 program for the State roadways within Key West and Marathon’s limits. Project Role: Project Manager. Shorecrest Drainage and Sea Level Rise Study - Phase I, Miami, FL, Reference: Keith Ng, CFM, (305) 416-1298, keithng@miamigov.com - Mr. Vazquez was the Project Manager and Engineer of Record for performing a pilot drainage feasibility study within one of the most critically impacted areas of Shore Crest, which is located at the northeast end of the City. As part of this drainage feasibility study, the existing condition impacts due to sea- level rise (King Tide events) and groundwater rise with and without rainfall events were evaluated, and planning-level short-term and mid-range solutions were identified and evaluated to determine the most cost-effective and resilient solutions to be considered by the City to address the future projected sea level and groundwater rise. To establish the current and future flood protection level of service and to evaluate the performance of conceptual stormwater improvement projects, an integrated 1D/2D hydrologic/ hydraulic model was developed using the ICPR V4 model. The required capital improvements for the Mid-Range (2050) Planning Horizon include increasing stormwater pipe sizes, expanding stormwater pipe infrastructure reach, adding a stormwater pump station, raising road elevations to a minimum 3.5 feet relative to the North American Datum of 1988 (ft-NAVD), adding backflow preventers for select existing outfalls, grouted select existing outfalls and a raised the seawall to a minimum 3.78 ft-NAVD (the predicted King tide of 2050). Project Role: Project Manager, Engineer- of-Record. SR 5/MM 74-75 Sea Oats Beach Shoreline Protection Feasibility Report; Islamorada, FL, Mario Dominguez, PE, (305) 470-5486, Mario. Dominguez@dot.state.fl.us - Mr. Vazquez was the Project Manager for performing a feasibility investigation and report for SR 5/MM 74-75 Sea Oats Beach Shoreline Protection to address the erosion caused by Hurricane Irma. Prior to the start of work, Mr. Vazquez obtained available as-built plans and all available wave data. Mr. Vazquez performed a half-day site visit to validate the available data. Based on the collected information, Mr. Vazquez performed a feasibility analysis of the SR 5/MM 74-75 Sea Oats Beach Shoreline Protection, analyze two (2) alternatives, and presented the findings to the FDOT during a review meeting and submittal of Final Feasibility Report. The selected alternative is currently under design by FDOT in-house staff. Project Role: Project Manager. Alex Vazquez, PE, CFM (Page 2) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 7 Wilfredo Rodriguez, PhD Quality Control Mr. Rodriguez has 34 years of experience mainly in the area of transportation with emphasis in stormwater modeling, drainage design, permitting, stormwater management, and roadway design. Many of his projects have been for public agencies such as the Florida Department of Transportation, Miami-Dade County Public Works, Miami Expressway Authority and other cities and municipalities, as well as for private sector clients. Prior to coming to USA, Mr. Rodriguez had eleven years of experience working in a wide range of projects including stormwater management master plan development; water resource studies; hydrology, hydraulics, stormwater quality modeling, stormwater infrastructure analysis and design, drainage and salinity quality modeling for several Cuban governmental agencies. He has extensive modeling experience using one and two-dimensional hydrology/hydraulic analysis modeling, developed by Moscow Hydraulics Institute of Land Reclamation, program “HYDRO” and mathematical modeling in hydraulic management of soil and land reclamation. As a Senior Designer his responsibilities have included the execution of roadway design, plans preparation, drainage design, stormwater runoff permitting, preliminary engineering studies, pavement design, utilities coordination, maintenance of traffic, roadway lighting design, signing and pavement marking, traffic signalization and traffic planning. He also worked in various capacities on drainage problems for various Cuban governmental agencies. During that time, he wrote several articles published in scientific journals, pertaining to improving drainage and soils in agricultural systems. Relevant Experience: SR 826/I-75 Express Lanes Project – Design-Build, Miami-Dade County, FL - Project includes 13 miles of Express Lanes to be constructed along the SR 826 (Palmetto Expressway) and three miles on I-75 (SR 93). On SR 826, one to two express lanes in each direction will be provided. On I-75, one express lane will be provided in each direction from SR 826 and to NW 170th Street (2.0 miles south of the Miami-Dade/Broward County Line). The improvements consist of widening both SR 826 and I-75 and an elevated structure connecting the Express Lanes on SR 826 to the Express Lanes on I-75. This project includes new drainage, lighting, Intelligent Transportation Systems (ITS), signage, and landscape. Project Role: Senior Drainage Designer. SR 821 (HEFT) Widening from South of SW 104th Street (Killian Parkway) to North of SW 72nd Street (Sunset Drive) Design Build, Miami-Dade County, FL - The project includes the milling, resurfacing, and widening of SR 821/HEFT, which accommodates the future needs for capacity, operational and safety improvements. The project also includes the resurfacing, restoration, and rehabilitation of Sunset Drive, as well as interchange improvements at Kendall Drive. Project Role: Drainage Engineer. Years Experience: 37 years Education: Ph.D. Hydraulic Engineering Institute of Hydraulic Engineering Moscow BS, MS in Hydraulic Engineering, Institute of Hydraulic Engineering CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 8 J. Alexander George, PE Stormwater Drainage Engineer Mr. George has over 27 years of drainage and project management experience on public sector transportation and water resources projects. He has served as Senior Drainage Engineer for major and minor projects for Florida Department of Transportation (FDOT) Districts 2, 3, 4, 5, 6, 7 and Florida’s Turnpike Enterprise. Mr. George is skilled in hydrologic and hydraulic modeling; design of stormwater management facilities for limited access, major and minor roadways; design of open channel and closed storm drain systems; Pond Siting Reports; Bridge Hydraulic Reports; scour protection systems; erosion control/Stormwater Pollution Prevention Plans (SWPPP) and water quality improvements to address TMDL requirements in impaired waterbodies. Mr. George has successfully permitted projects with the US Army Corps of Engineers (ACOE), Florida Department of Environmental Protection (FDEP), St. Johns River Water Management District (SJRWMD), Suwannee River Water Management District (SRWMD), Southwest Florida Water Management District (SWFWMD), South Florida Water Management District (SFWMD) and Northwest Florida Water Management District (NWFWMD), and is proficient in the latest FDOT-approved drainage design software. Relevant Experience: SR 821 (HEFT) Widening from SW 288th Street (Biscayne Drive) to SW 216th Street (Hainlin Mill Road) – Design-Build, Miami-Dade County, FL - Final design and preparation of construction plans related to the widening of SR 821 from four lanes to six lanes and in the interim condition, providing two General Purpose Lanes and one Express Lane in each direction. This project also included the design of two inside bridge widenings, 5.1 miles of noise walls, wet and dry detention pond and swales, permitting, safety upgrades (guardrail and pier protection), milling and resurfacing, reconstruction of a toll gantry, traffic control and detours, utility coordination, signing and marking, Intelligent Transportation System (ITS), and lighting. Project Role: Senior Drainage Engineer/Drainage EOR. SR 821 (HEFT) Widening North of SW 184th Street (Eureka Drive) to South of SW 104th Street/SR 990 (Killian Parkway) Design-Build, Miami-Dade County, FL - The project included the design, widening, and reconstruction of SR 821/HEFT, which accommodates the future needs for capacity, operational and safety improvements. Capacity will be provided via the addition of one General Purpose Lane and one Express Lane in each direction through the limits of the project. Reconstruction of the HEFT/SR 874 interchange will modify the northbound configuration of the interchange in order to provide lane continuity for HEFT lanes on the left and SR 874 exiting traffic to the right. Project Role: Senior Drainage Engineer/Drainage EOR for hydraulic modeling of eight bridges using HEC-RAS, scour analysis and preparation of a Bridge Hydraulics Report. Years Experience: 27 years Education: MBA, Loyola University (Baltimore, MD) - Beta Sigma Gama Honor Society BS in Civil Engineering, Bucknell University, Lewisburg, PA Registration: Professional Engineer Florida No. 59006 Certifications: Long Range Estimates Training, FDOT Specifications Training, FDOT Bridge Scour Practices, FDOT/FICE HEC-RAS Training, ASCE CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 9 Sebastian Honigfort, PE, ENV SP Stormwater Modeling Engineer Mr. Honigfort serves as a Project Engineer with experience in Water Resource Engineering, Drainage Design, Geographic Information System (GIS) and Surveying. He supports land development and municipal projects with site design, civil engineering, and drainage analyses. His experience also includes permitting with local government agencies, water management districts, Florida Department of Transportation and Florida Department of Environmental Protection. Design experience has involved various aspects of infrastructure projects from roadway improvements, to utilities coordination and design, stormwater management facilities, stream stabilization, and site development. Construction experience includes review of shop drawings, cut sheets, site investigations and land surveying. Relevant Experience: Groundwater Model Development for Grand Oaks Community, St. Augustine, FL - Developed 762-acre 2D ICPRv4 drainage model to evaluate groundwater interflow connectivity between proposed stormwater ponds and existing wetlands. Converted existing 1D H&H model to ICPRv4 and added 2D groundwater mechanism. Reduced size of model domain and revised model from single storm event to continuous simulation. Developed pre- and post-development scenarios to assess impact to existing wetland systems. Processed model results using GIS and developed schematics to assist interpretation of results. Composed technical memorandum outlining model modifications, summarizing findings/ considerations and identifying areas of concern. Project Role: Lead Drainage Engineer. Childs Park, 8th Ave S & Vicinity Storm Drainage Improvements, St. Petersburg, FL - Developed 686-acre SWMM5.1 H&H model to evaluate drainage improvements in the northwest region of the Basin E watershed. Composed stormwater management report, prepared environmental resource permit (ERP) documents, designed storm sewer improvements and organized utility coordination efforts. Managed and reviewed the development of construction plans. Project Role: Project/Drainage Engineer. Sullivan Ranch Flooding Investigation and Recommendations, Mount Dora, FL - Conducted flooding investigation/engineering evaluation to identify the cause of stormwater management deficiencies observed within the Sullivan Ranch subdivision and to provide recommendations for potential corrective measures. Developed 360-acre ICPRv4 1D/2D H&H model to assess existing drainage conditions, examine adequacy of original development effort, and to identify the cause of reoccurring drainage problems for ten (10) areas within the neighborhood. Drafted technical memorandum to summarize findings, conclusions and recommendations. Developed conceptual schematics and construction cost estimates for remediation design. Project Role: Lead Drainage Engineer Years Experience: 7 years Education: MS in Civil Engineering, University of South Florida BS in Environmental Engineering, Florida Gulf Coast University BS in Civil Engineering, Florida Gulf Coast University Registration: Professional Engineer Florida No. 88596 Certifications: Envision Sustainability Professional CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 10 Tatiana Vargas Castilla, EI Water Resources Engineering Designer Ms. Vargas has 6 years of Water Resources experience. Her experience includes planning, design, and hydraulic and hydrological modeling of complex systems. Her modeling experience include 1D and 2D models which account for sea level rise and specific South Florida parameters. Her broad modeling and design experience extends to water distribution systems and combined and sewer collection systems, including pump station design, forcemain design, and process design of water and wastewater treatment plants. In addition to her technical abilities, Ms. Vargas has an excellent track record as a Project Manager and Project Leader of small to medium projects. Relevant Experience: City of Hialeah Gardens Sewer Model Update, Hialeah Gardens, FL - Sewer Model update of the City of Hialeah Gardens sewer collection system using XPSWMM. This project included data collection, demand and population projection, pattern creation, field monitoring activities, model update, master plan and design recommendations for capital improvement projects. Project Role: Project Designer. Hydraulic Model Network Update for the Miami-Dade Sewer Collection System, Miami-Dade County, FL - Supported the Model Update for the Miami-Dade Sewer Collection system using Infoworks ICM. Reviewed As-Built drawings and ArcGIS information in order to update the model. Hydraulic and Hydrologic modeling of present and future conditions in the system in order to improve, optimize and propose capital improvement projects in the system. Project Role: Project Designer. Integrated Master Plan Update for the Town of Davie, Davie, FL - Responsible to convert the existing Town of Davie Water and Wastewater models from WaterGEMS and SewerGEMS into InfoWater and InfoSWMM formats, respectively. Updated the Water and Wastewater models based on GIS and as-built drawings information. Reviewed the projected Dry Weather Wastewater Flows (DWF) for the wastewater model. Supported field testing to calibrate each model. Conducted the first run and calibration of the wastewater model. Project Role: Assistant Professional. Collier County Wastewater Model Update, Collier County, FL - Responsible to convert the existing Collier County Wastewater model from SewerGEMS to InfoSWMM, updated the wastewater model based on GIS and as-built drawings information. Started the calibration of the model. Project Role: Assistant Professional. North Miami Beach Force Main Replacement at the effluent of Sunshine Pump Station No. 1, Miami, FL - Design for the replacement of a 6” force main in ductile iron pipe. Conducted site visits to trace the alignment, reviewed geotechnical information, reviewed codes and standards for the design, created drawing, technical specifications and construction recommendations. Project Role: Project Designer. Years Experience: 6 years Education: MS in Civil Engineering, University of Oklahoma BS in Civil Engineering, Universidad de Los Andes Bogota, Colombia BS in Environmental Engineering, Universidad de Los Andes Bogota, Colombia Registration: Engineer Intern Florida No. 1100021911 CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 11 Joanne Prince, PE, ENV SP Senior Civil Engineer Ms. Prince has over 26 years of management and engineering experience in the fields of water resources, interstate pipelines, ports and maritime facilities, and solid waste management. She has served in various roles including business line manager, department manager, client service manager, project manager and project engineer Her experience includes engineering design, feasibility studies, financial analyses, asset management, program management, and quality assurance. Relevant Experience: City of Doral – No-Name Storm Stormwater Improvements, Doral, FL - Investigated areas throughout the City that were prone to flooding following heavy rain fall events. Gathered survey and geotechnical data to prepare calculations and prepare schematic designs for exfiltration trenches, paving, grading, curb and gutter as needed. Prepared schematic designs, and cost estimates to be used by the City to procure a contractor for final pricing and construction of the improvements. Project Role: Project Engineer. City of West Palm Beach Program Management and Water Master Plan, West Palm Beach, FL - Prestressed concrete pipe assessment and rehabilitation and meter vault replacement. The first involved assessing PCCP failures in pipelines less than 36-inches and developing recommended rehabilitation methods for several types of failures based on their size and location. Assisted the City with selection of a magnetic meter and design of a vault to replace an existing venturi meter and vault enclosure. The new meter will provide more accurate flow data and the larger vault will improve safety, staff access to the meter as well as calibration and testing due to the new pipe configuration within the vault enclosure. Project Role: Project Engineer. Ocean Outfall Legislation Program, Miami-Dade County, FL - Worked with design managers and the program quality manager to map the existing quality process, brainstorm ideas for improvement and prepare a revised protocol to provide greater transparency and accountability to all program stakeholders. The revised design review procedure was incorporated into the Program Management Project Execution Plan document. Project Role: Quality Assurance. National Park Service (NPS): Cape Sable Dam Assessment Study, Everglades National Park, Homestead, FL - Prepared feasibility study including alternatives to repair damage caused by erosion at two dams constructed along two waterways. The alternatives development included preliminary engineering plans, as well as cost estimates and identification of construction issues. The work sites are very remote and delivery methods including air drops were assessed. As a result of this initial study, the National Park Services obtained ARRA funding to successfully replace the old dams with new and improved facilities for visitors to the park. Project Role: Project Engineer. Years Experience: 26 years Education: BS in Civil Engineering, Northwestern University Registration: Professional Engineer Florida No. 53880 Certifications: Envision Sustainability Professional Continuing Architectural & Engineering Services VILLAGE OF KEY BISCAYNE | REQUEST FOR QUALIFICATIONS NO. 2021-08 CIVIL ENGINEERING R E F . # : 2 0 2 1 - 0 8 C I V Continuing Architectural & Engineering Services VILLAGE OF KEY BISCAYNE | REQUEST FOR QUALIFICATIONS NO. 2021-08 R E F . # : 2 0 2 1 - 0 8 W W WATER RESOURCES ENGINEERING Continuing Architectural & Engineering Services VILLAGE OF KEY BISCAYNE | REQUEST FOR QUALIFICATIONS NO. 2021-08 CIVIL ENGINEERING R E F . # : 2 0 2 1 - 0 8 C I V TAB E Technical Approach and Understanding CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 1 The Village is a thriving community that is presented with the complex challenge of balancing the enjoyment and conservation of its water environment while concurrently having to develop strategies to protect its residents and property from water resources-related issues. Similar to other coastal municipalities, the Village’s stormwater problems are accentuated by its low-lying topographical nature. These problems are further being amplified by the fact that the Village is encompassed by tidal waters, which have detrimental effects on critical infrastructure. Without a strategic plan for the future, the Village will become more susceptible to the ever-increasing impacts of: • Rising sea-level and groundwater table; • Increasing intensity, frequency, and duration of rainfall events and storm surges; • Increasing magnitude of king tide events; • Deteriorating coastal infrastructure; and • Receding seagrass habitat. BCC understands that this Contract’s primary purpose is to provide Water Resources Engineering services to address and mitigate these and other related Water Resources impacts. As outlined in this proposal, the anticipated Water Resources Engineering services will include, but are not limited to: • Preparing construction drawings and specifications for stormwater systems, • Preparing stormwater models, • Providing permitting support associated with the Vil­ lage’s National Pollutant Discharge Elimination System (NPDES) Municipal Separate Storm Sewer System (MS4) permit, • Assisting the Village in improving their current Communi­ ty Rating System (CRS) Class Rating, • Providing Design Criteria Professional Services, and • Attending and presenting at public and Village Council meetings. As part of this Contract, BCC will act as an extension of the Village in providing these and other Water Resources Engineering services. BCC also understands that in 2020, the Village retained a Consultant as part of RFQ 2020-3 to develop Design Criteria Packages to repair, reconstruct, and improve the stormwater utility systems and roadways throughout the Village. Some of the projects that will be developed under that Contract may require the Water Resources Engineering services outlined above. These project assignments will be executed on a task order basis. Project Understanding CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 2 The following subsections outline BCC’s proven, innovative, and proactive technical approach to the Water Resources Engineering services noted above. This section also summarizes BCC project-specific Project Management approach to ensure that each project is delivered on time, within budget, and with the highest level of quality. CONSTRUCTION DRAWINGS AND SPECIFICATIONS FOR STORMWATER SYSTEMS BCC’s design approach for water resources projects will be to accommodate the Village’s current and anticipated drainage conditions. Our unique and proven design approach will combine practical concepts with on-the- ground implementation strategies to maximize the service life of stormwater infrastructure, while concurrently improving the quality of life for the Village’s residents. We know from experience that successful delivery of complex drainage projects requires implementing five (5) fundamental steps: 1 Begin with a design approach that identifies the core project technical issues: 2 Break down the project design components to the root challenges of each discipline; 3 Focus on simplifying solutions and providing clean, constructible designs; 4 Follow through to assure coordination, accountability, and communication among the disciplines so that the individual designs compliment each other and unify to achieve the project goal; and 5 Meet with permitting agencies early in the design process to obtain buy-in before proceeding to the detailed design phase. BCC recognizes that climate change is creating continually evolving conditions, including a new reality to which we must adapt. We can provide a clear roadmap relative to future planning and infrastructure improvements for the Village. Our water resources engineers routinely evaluate the potential impacts of local sea-level/groundwater rise and create flood mitigation roadmaps to address urban and coastal flooding, as well as shoreline erosion. We have specialized experience and capabilities within the water resources engineering industry, which we leverage to provide dynamic solutions that can be adapted to meet ever-changing environmental conditions. BCC’s design philosophy will intend to provide the Village of Key Biscayne with adaptable project alternatives that meet or exceed the Village’s level-of-service (LOS) requirements, while also pro-actively incorporating elements of resiliency and adaptability. BCC’s design choices will provide long- term solutions that incorporate key resiliency elements and best management practices (BMPs). To ensure congruency, BCC’s design process will provide enough flexibility to seamlessly connect and complement the existing stormwater management infrastructure. Once the drainage design concept is identified, BCC will prepare 30% design plans. These plans will then be used to attend pre-application meetings with the applicable permitting agencies to ensure that the project is feasible and permittable. BCC will prepare 60%, 90%, and 100% plans and specifications for the Village’s review after this point. BCC will use applicable Village and County standards for standard details. BCC will use the Construction Specification (CSI) specifications, implementing any standard Village specifications. BCC will also use the Villages standard contract documents, Division 0 and 1, to complete the construction contract set. Opinion of probable construction cost estimates will be prepared at the 60%, 90%, and 100% design phases, following the approach outline in the project management plan. Throughout the design process, BCC will implement its robust QA/QC approach. The following sub-sections provide a brief background on the various design elements that must be considered to provide practical solutions to address the Village’s current infrastructure deficiencies. Flooding on Harbor Drive in Key Biscayne TECHNICAL APPROACH CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 3 1 Resilient and Adaptive Design Elements BCC’s approach focuses on providing solutions that implement strategic design choices and resiliency elements that address the adverse impacts of climate change. In doing so, the quality of life for the Village’s current residents will be enhanced and maintained for all residents, while also accommodating the anticipate infrastructure needs of the Village. These specific elements are discussed in more detail below and are considered for implementation within the bounds of the Village. 1.1 Slip-line Existing Storm Sewer One of the effects of groundwater rise is the increased inflow and infiltration (I&I) of water into the existing storm sewer. Over the pipe’s service life, structural cracks within the material may form due to waste buildup, breaches, or root intrusion. These cracks allow for the inflow of water, which can reduce the conveyance capacity of the pipe and result in accentuated stage elevations upstream in the drainage network. As part of our assessment, we will evaluate the condition and drainage capacity of the existing network to determine slip-lining opportunities. More specifically, if the existing pipe sizes are deemed sufficient, but the pipe overall is in a deteriorated state, then a cured-in-place-pipe-liner (CIPP) liner will be proposed and placed into the existing pipe. This will function as a structural “pipe within the original pipe” and will prevent groundwater from entering the system, thereby restoring most of its original capacity. This approach will significantly reduce the cost of improving the existing drainage system as no costs are incurred due to replacement, excavation, or de-watering, particularly in areas of proximity to existing structures. 1.2 Blue-Green Stormwater Infrastructure BMPs As part of our design approach, the BCC will identify opportunities for implementing Blue-Green Infrastructure Best Management Practices (BMPs). These elements will be integrated into the design to store, infiltrate, and evapotranspire excess rainfall, where deemed feasible. Some of these elements may include the following: » Bio-swales » Rain gardens » Buffer strips » Planter boxes » Permeable pavement » Tree filters 1.3 Seawall Raising Assessment BCC’s long-term guided methodology will also include intentions for raising the existing seawalls. This will help mitigate peak tide conditions, such as King tides, while also minimizing the impacts of storm surge. BCC will assist the Village in establishing an updated minimum elevation for all new seawalls, developing minimum repair thresholds, and providing relevant design documentation to support the necessary ordinance amendment that will be required as part of this effort. Since most of all the seawalls within the Village are privately owned, BCC will work with the Village in establishing criteria through applicable ordinances to work with the residents in raising seawall in a systematic and practical approach. Schematic of slip-lining process within host pipe Sample Blue-Green Infrastructure Tidal Waters Over topping Seawall TECHNICAL APPROACH CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 4 2 Drainage System Analysis and Design As part of the drainage improvement analysis and design, BCC will utilize the latest state-of-the-art modeling software to assess existing and proposed drainage conditions within the Village’s bounds. A detailed discussion on the proposed modeling methodology and development process for this stormwater model is provided in the next section. Once a calibrated/validated existing condition drainage model has been developed, BCC will conduct a thorough assessment of the Village’s existing drainage infrastructure to identify areas that do not meet the Village’s flood protection level of service (LOS) criteria. This process will include the following tasks: • Assessing stormwater conveyance capacity (i.e., culverts, ditches, etc.); • Evaluating drainage capture efficiency (i.e., catch basins, inlets, etc.); • Identifying inundation areas (i.e., low spots, lack of infrastructure/topographic relief, etc.); • Identifying inlet spread constraints (i.e., deep channelization between inlets and inlet capacity); and • Identifying areas where water quality is not being met. The existing conditions model will serve to identify areas within the study domain that are susceptible to flooding due to drainage limitations in the primary and secondary conveyance systems. In turn, the hydraulic model network will be enhanced, where deemed necessary, to mitigate inundation conditions and LOS deficiencies. The improvements will ensure adequate drainage to reduce flood hazards exposure and provide sufficient positive drainage to guide floodwaters around and away from existing structures, utilities, and facilities. The effectiveness of the drainage improvements will be based on the individual hydraulic impact on the immediate and surrounding drainage systems. For the purpose of the evaluation, the hydraulic impact will be defined as the magnitude and extent of change in peak stage elevations, total flow volumes, and flow velocities within and surrounding the study area. Inundation flood maps will also be created for the proposed conditions to provide a graphical comparison between the pre-and post-improvement state. When meeting the LOS with a gravity system, BCC will evaluate pump station and drainage injection well alternatives to achieve that goal. After the final drainage system is defined, BCC will evaluate all potential utility conflicts with the proposed drainage system configuration and refine the drainage system alignments to avoid conflicts with the existing utilities. As part of our design process, BCC will use the most stringent requirements between the Village’s Public Works Standards, FDOT drainage design standards, and Miami-Dade County standards. However, BCC will also evaluate the cost differentials between all standards and work with Village staff to determine which standard provides the most cost-effective, adaptive, and resilient solution. 3 Roadway Design When sea-level and groundwater rise cannot be mitigated with standard stormwater management practices, one of the alternatives may include raising roadways, where deemed necessary. As part of this approach, proposed improvements will need to be designed in such a manner as to ensure that raising the road will not create roadway access issues from adjacent properties. In turn, harmonization assessment and design will be a critical element of future projects. Based on our extensive working knowledge and lessons learned from surrounding work efforts, such as the City of Miami Design Criteria Professional project, the following key roadway components and technical aspects will have to be evaluated to complete any water resources projects successfully. 3.1 Proposed Typical Sections BCC will evaluate the feasibility of a combination of typical sections to accommodate the existing landscaping, side street parking, utilities, solid waste pickup routes, mail delivery, and all other features required for this project. We will coordinate with the Village’s staff, the public, and all other stakeholders to ensure that the most appropriate typical section options have been provided. BCC will utilize innovative 3D roadway design modeling to analyze the impacts of raising roadways on specific adjacent properties. In all cases, we will ensure that safe and proper harmonization will be provided between the raised roadway and adjacent properties. 3.2 Driveways & Adjacent Property Harmonization Raising roads throughout the Village will cause a grade differential between the proposed back of curb and existing driveways, necessitating harmonizing various lengths, widths, and materials to match the adjacent properties. For TECHNICAL APPROACH CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 5 driveways, we will utilize the FDOT Design Manual Chapter 214 to transition back to the existing grade. Also, 3D models of roadways will be developed to better visualize the impacts and serve as a useful tool when conveying the effects to the property owners and stakeholders. BCC has successfully implemented this approach for a similar project within the City of Miami. As can be discerned from the illustration, the 3D model also allows for quick and easy analysis of different design options. This equates to significant time and cost savings to the Village. The model will also facilitate preparing a plan and profile for each driveway to meet all applicable standards. This visualization will facilitate educating the public and Council members. The challenge is to make the driveway transition smooth enough and not too steep. Steep driveways can damage low profile cars. We will also address drainage issues to ensure that roadway runoff is captured before entering private property. This will be mitigated by using stormwater pump stations to lower the hydraulic grade line to prevent stormwater from encroaching into private properties. We will coordinate with all the property owners within the project limits to determine the most appropriate harmonization into their properties. Where necessary, harmonization will include landscaping restoration. The transition to the existing conditions for pedestrian access shall be evaluated on a case by case basis. 3.3 Roadway Geometric Design Except for Crandon Boulevard, most roadways within the Village’s limits will be designed to meet the existing 20 MPH or less Design Speed. The curb returns at the intersections will be designed to ensure that they provide the minimum radius to facilitate turning vehicles. The proposed roadway profiles are to have a crown elevation of no lower than 3.5 feet (NAVD88). In addition, a minimum 0.3% longitudinal slope will be provided at the gutter line for curb and gutter sections. The 3D corridor modeling for the roadway design ensures that low points at the intersections and crosswalks are avoided. The profile transitions through intersections are also designed for the existing design speed of the respective roadway. The impacts of raising the roadways within the project limits will be carefully analyzed to determine the most cost-effective harmonization solution while ensuring that positive drainage is provided for all adjacent properties. 3.4 Pavement Design Due to the close vicinity of the project to Biscayne Bay, future sea-level rise will play a major role in all our design decisions. The roadway pavement design is no exception. Typically, roadway base clearance is measured from the Seasonal High Ground Water Table Elevation (SHGWT) to the roadway base bottom elevation. However, to ensure sufficient resiliency, BCC will measure base clearance from a future SHGWT, including projected sea-level and groundwater rise elevations. This is to prevent excessive moisture build-up within the base material, resulting in lowered structural stiffness, reduced overall bearing capacity, and diminished service life. Accordingly, this component will govern the roadway profiles. The challenge would then become striking a balance that ensures the higher roadway elevations will be able to connect to adjacent properties. If, for any reason, providing more than one (1) foot of base clearance is not feasible, BCC will follow AASHTO guidelines to develop a detailed pavement design. This pavement design will use the highest levels of reliability percentage and reduced values for the Example of 3D Roadway model Example of Raised Roadway Section TECHNICAL APPROACH CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 6 resilient modulus to provide a stronger pavement template that can withstand higher groundwater levels. The elevation of the roadways within the project limits ensures that the minimum one (1) foot-based clearance is always provided and avoids any reduction on the resilient modulus. 3.5 Maintenance of Traffic (MOT) A detailed Temporary Traffic Control Plan (TTCP) will be prepared to minimize impacts to motorists, adjacent residents, and businesses. We will perform lane closure analysis and coordinate with the Village to determine the peak hour restrictions and limit noise impacts during construction. The proposed reconstruction of the roads will require part of the roadway to facilitate construction. We will provide special detours to route traffic out of the construction zones, while maintaining local access to residents at all times. This will be achieved by closing and constructing one (1) lane of the roadway at a time to minimize the impacts of the construction. Special pedestrian detours will also be provided to route pedestrian traffic out of work zones and ensure an uninterrupted pedestrian flow during construction. 4 Construction Contract Documents Preparation 4.1 Construction Administration Services We will continue to support the Village after the design and permitting to procure a qualified contractor to implement the project. We will work closely with the Village to address requests for clarifications, issue addendums if needed, and ultimately assess the contractors’ bids. We will also work closely with the Village through the completion of construction through post-design services. Our focus in post design will be to ensure that construction continues to progress to avoid any project delays. We will have staff dedicated to receiving, delivering, and tracking construction deliverables, such as shop drawings, to ensure a quick and thorough review. Any issues or questions that arise during construction are addressed immediately. We will respond to all RFI’s within 48 hours. Our project manager, Mr. Vazquez, and lead technical staff will be involved until the closeout of the project and permits. 5 Surveying BCC understands that the roadway raising will result in critical areas of harmonization that will require highly detailed topographic information. As such, BCC will utilize Drone LiDAR data in conjunction with Terrestrial Mobile LiDAR (TML) Scanning and traditional ground surveying. BCC will work with GPI to use Riegl VMX-450 Mobile LiDAR Scanner to collect above-ground features. Terrestrial Mobile Targets will be set, and survey located by double occupation base- rover GPS/RTK measurements and by performing a closed level loop between known benchmarks. The point cloud will be processed and calibrated to the TML Targets and will be then be used to perform the 3D-extraction of the topographic features, including but not limited to driveways, pavements, curbs, ramps, manholes, inlets, valves, etc. Terrestrial Mobile LiDAR will considerably expedite the 3D Survey submittal while improving safety and project accuracies. 6 Geotechnical Our approach to pavement issues and/or rehabilitation due to the rising sea level and groundwater is as follows: • For asphalt failure issues, a simple milling and resurfac­ ing program would be recommended for those roads that will not need to be raised. • For issues related to base/subgrade failure as well as lack of sufficient structural number for base or subgrade depending on the materials and other situations, either base reinforcement or full-depth reclamation (FDR) would be recommended. We will work with the Village to determine the best approach to comply with the Vil­ lage’s pavement design standards. Base reinforcement would consist of placing a designed reinforcement ele­ ment (i.e., geogrid) within the base layer. FDR includes in-place pulverizing of the existing asphalt and base and subgrade, if needed, to properly blend with appropriate additives/stabilizers (cement and asphalt emulsion) at the designed ratio and placing/compacting the EXAMPLE OF MOBILE LIDAR UNIT TECHNICAL APPROACH CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 7 reclaimed materials. This process will provide an improved pavement base layer with a higher structural coefficient to support the new surface asphaltic concrete pavement. Also, placing and compacting can accommodate the amount of required roadway raising. The FDR method is a very cost-effective rehabilitation strategy when compared to conventional pavement reconstruction, considering reusing the existing materials and minimizing hauling pavement materials off and onto the site. Furthermore, the construction using FDR will be significantly faster than total reconstruction and facilitates the maintenance of traffic. 7 Utilities One of the options that will be considered is to elevate the roadways and install drainage systems to address anticipated future drainage conditions to minimize current flooding. However, close coordination with Village’s Public Works and Utility Departments must occur to address the following potential conflicts: Water: • Water valve boxes will have to be raised. Each valve will have to be dug up, and a new valve box riser would have to be installed. • Fire Hydrants would have to be re-installed to the proper height. • Water services and meter boxes would have to be raised. • Water air release valves and flushing valve outlets would also have to be adjusted. • Private backflow preventers may have to be adjusted as well. Sewer: • Sewer manholes tops will have to be raised. • Sewer cleanouts may have to be adjusted. BCC is extremely familiar with the design and permitting process with WASD, RER, and the Florida Department of Health (FDOH). This is a key differentiator as we will factor in this coordination in our proposed design solutions. STORMWATER SYSTEM MODELING BCC recognizes that at the core of every successful Water Resources project is a comprehensive understanding of the existing drainage system. To facilitate this knowledge, a hydrologic and hydraulic (H&H) model will be utilized to assess the existing stormwater management infrastructure. It is imperative that this model be holistic and robust as it will form the basis for the evaluation of the Village’s current and anticipated drainage conditions, including ever-changing environmental conditions, such as sea- level and groundwater rise. Accordingly, an appropriate methodology and software must be selected to ensure that the Village’s drainage features are accurately captured and interpreted, while also considering practicability to account for time and budgetary constraints. Our experience proves extremely valuable in this regard as BCC fully recognizes both the benefits and limitations of analytic and numerical models. 1 Modeling Methodology & Approach BCC also acknowledges that the Village has an existing XP- SWMM model that has been previously used for assessing drainage conditions and evaluating project improvements. It is understood that this model is based on a one-dimensional (1D) modeling methodology. Compared to the more advanced two-dimensional (2D) process, the 1D approach has several drawbacks. For one, it inherently oversimplifies the intricate and inter-connected nature of the overland flow. Care needs to be taken when initially developing the contributing runoff areas (i.e., basins) as they are the critical model component that defines the quantity and routing of all runoff. This process can be time-consuming, and if done incorrectly, may lead to drainage being inadequately routed. This, in turn, can have a detrimental effect on the analysis of existing and proposed conveyance systems as hydraulic performance may be either over- or under-estimated. Also, inter-basin connectivity needs to be adequately accounted for to avoid artificially staging, also known as glass-walling. It is also worth noting that the 1D approach has limitations in terms of portraying model results. Unlike the 2D method, the results from a 1D model need to be further processed outside of the model software environment to show critical hydrologic and hydraulic information, such as depth of flooding. Not only do these processes require additional time to develop, but they are also not as highly defined as the output from a 2D model. As a result, using the 1D approach to assess the drainage system is less efficient, representative of hydrologic/hydraulic conditions, and more time-consuming than the 2D process. For these reasons, BCC’s approach will include developing a 2D overland flow model integrated with 1D hydraulics. TECHNICAL APPROACH CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 8 The highly urbanized nature and flat topography of the Village complements the use of this modeling methodology. In recent years, the higher processing capacity of computers and the development of new modeling software have led to the advancement of refined and efficient 2D modeling processes. Compared to the traditional and nowadays outdated 1D basin process, the 2D overland method provides a variety of benefits. For one, the 1D/2D process provides a more realistic representation of surface flow patterns and velocities that better depict micro-topographic features. Capturing these small variances in elevation is critical, particularly in flat and developed areas, due to localized channeling of flows between structures and along roadways. The 2D approach accounts for these elements by using a flexible triangular mesh based on a specified resolution and several types of landscape and hardscape features. Some of these include land use, topography, and overland flow roughness. In turn, honeycombs (i.e., control volumes) are formed around the triangles’ vertices to produce different hydrological responses based on specified parameters and mapping elements. Mass balance is accounted for in each control volume to determine excess rainfall, while the Manning’s equation is utilized to calculate runoff velocities using the slopes interpolated from topography along the sides of the mesh triangles. Another key benefit of the 2D process is that it inherently accounts for the time of concentration (Tc) and stage- storage information. This negates the need for supplementary computation, which can be time-consuming, especially when evaluating multiple scenarios for intricate urban areas. The 2D approach also allows for more flexibility when implementing and evaluating proposed improvements as it does not require adjustment of basin boundaries. Moreover, it provides the opportunity to add model detail, where needed, and reduce model density when not. This results in model development times being expedited and computational times being reduced, leading to an overall more efficient modeling process. An additional benefit of the 2D approach is that it allows for better visualization of model results. This is particularly beneficial for public education and engagement purposes, as it helps convey technical information to a non-technical audience. Critical drainage information, such as depth and duration of flooding, can be readily extracted from the model and overlaying with aerial imagery to show static as well as dynamic runoff conditions. This, in turn, can be supplemented with additional information, such as parcel addresses, that can help residents visualize how flooding will impact their respective properties. Likewise, residents can directly identify and better comprehend how proposed drainage improvements will benefit their and surrounding properties. DEVELOPMENT OF OVERLAND FLOW MESH USING BREAKPOINTS, BREAKLINES & EXTRUSION AREAS EXAMPLE OF DETAILED FLOOD DEPTH MAP FOR NORTH BAY ISLAND TECHNICAL APPROACH CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 9 It is worth noting that BCC has successfully implemented this approach for the North Bay Village’s North Bay Island Stormwater Pump Station Improvement project. As part of that effort, BCC developed an approximately 39 acre, 2D model to evaluate three (3) project alternatives to address existing flooding conditions within the south-east corner of the Island. Other noteworthy projects within the region that have recently effectively implemented the 2D approach include the City of Doral SWMP, City of Delray Beach SWMP, and the City of Miami Shore Crest sea-level rise study. As such, the 2D model will provide a comprehensive and state-of-the-art approach that represents refined overland flow while also accounting for the intricacies of the respective stormwater conveyance system. Also, it will serve as a beneficial education tool that can be used by the Village for public engagement. For these reasons, the 2D overland methodology is proposed to be used for the evaluation of existing and proposed drainage conditions. The software that will be utilized for this effort consists of the latest version of Streamline Technologies’ Interconnected Channel and Pond Routing model (ICPR v4.07.01). ICPR is the software of choice for many drainage engineers and hydrologists throughout Florida and sees use with various public and private entities, including the South Florida Water Management District (SFWMD) and RER. It is also has been approved by the Federal Emergency Management Agency (FEMA) for the generation of inundation maps within Florida. As such, it will be the preferred software of choice for the project’s modeling effort. 2. Data Collection & Evaluation Developing the existing condition model will consist of obtaining all information relevant to the drainage basin. The project area’s field reconnaissance will be performed to confirm hydraulic features, understand drainage patterns, and identify potential conflicts between the sourced data and existing features. Some of the typical data that will be sourced are shown below. » Record Drawings/As-Builts » Existing Utilities Information » Topographic/Bathymetric Data » Soils Information » ERP Permit Information » Landuse/Landcover Information » Aerial Photography » Rainfall Data » Tidal/Tailwater Conditions » Documentation/Evidence of Flooding » GIS Infrastructure Inventory/Storm Atlas » Sea-Level/Groundwater Rise Projections » Repetitive Loss Properties » Geotechnical Information Additionally, with the current climate change trends and the resulting rise in eustatic sea level, public awareness of the importance of sea-level change considerations has increased dramatically. Recognizing relative sea- level change is essential to stormwater management and drainage projects along with coastal communities. As part of this project, BCC will evaluate recent studies conducted and action plans implemented by various agencies, such as the Southeast Florida Regional Climate Change Compact’s Unified Sea Level Rise Projection, to incorporate future sea-level change projections in the planning, engineering design, and construction of the proposed improvements. BCC will assess all boundary conditions within the model to incorporate this data, where applicable, and will coordinate with the Village to establish a feasible planning horizon, with a minimum of 30-years being recommended. The last XP-SWMM model developed by the Village can establish applicable boundary conditions for some of the local 2D stormwater models. TECHNICAL APPROACH CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 10 BCC will also incorporate the findings of a recent Scientific Investigations Report conducted by the United States Geological Survey (USGS), which concluded that there is a one to one (1:1) relationship between sea-level and groundwater rise for coastal area. Consequently, the projected rise in sea-level will be integrated into any design decisions that are influenced by the groundwater table. The following sections provide a more in-depth discussion on the various hydrologic and hydraulic parameters that will be either sourced or developed as part of the model development process. 3 Hydrologic Model Parameterization 3.1 Overland Flow Region One of the first components that will be defined as part of the 2D model development is the overland flow region, which establishes the model domain. At its core, the overland flow region determines the extent of the drainage analysis. It must be properly delineated to account for all areas that contribute runoff flow to the project limits. 3.2 Excess Rainfall Method & Soil Zones Another critical component of the drainage model will be the selection of a suitable infiltration methodology. In general, this element of the model determines the total amount of rainfall that is anticipated to be infiltrated and stored within the soil (i.e., ground). This directly coincides with the amount of excess rainfall that is expected to be generated over the study domain. The estimated runoff volume is based on various factors, including soil types, groundwater levels, land use/cover, and antecedent conditions. These factors must be adequately defined so that on-site drainage conditions are accurately depicted within the model. As such, the soil moisture storage capability (S) based approach, which is recommended by the SFWMD, will be followed and implemented. This approach is based on a weighted soil moisture value that establishes the maximum available retention volume within the soil. More specifically, cumulative water storage within the upper soil zone is defined as a function of depth to the water table and soil type. This, in turn, allows for the derivation of curve number (CN) values representing site-specific soil storage, which can be further adjusted to account for and represent future accentuated conditions due to the rise in groundwater. The reference CN values that will be utilized for this effort are provided in the table below. To appropriately apply these values to the study area, the depth to the water table will be calculated throughout the model domain. This will be performed by subtracting the design high water (DHW) stage from the elevations of the Digital Elevation Model (DEM). The DEM represents topographic land features using a raster graphic that is based on a gridded system. Generally, each square grid has a cell size of 5-feet and represents a single elevation, which reflects the average of all elevations encountered within the respective cell. The elevation information within the DEM is typically derived from LiDAR data. SOIL STORAGE Depth to W.T COASTAL FLATWOODS DEPRESSIONAL Uncomp S (in.) Uncomp CN Comp S (in.) Comp CN Uncomp S (in.) Uncomp CN Comp S (in.) Comp CN Uncomp S (in.) Uncomp CN Comp S (in.) Comp CN 1 .60 94 .45 96 0.60 94 0.45 96 .060 94 0.45 96 2 2.50 80 1.88 84 2.50 80 1.88 84 2.10 83 1.58 86 3 6.60 60 4.95 67 5.40 65 4.05 71 4.40 69 3.30 75 4 10.90 48 8.18 55 9.00 53 6.75 60 6.80 60 5.10 66 TECHNICAL APPROACH CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 11 Nonetheless, by finding the difference between the ground surface and the DHW, the depth to the water table is determined. These depths are then subsequently classified into one (1) foot intervals to match the above- referenced CN values. The areas are then entered into the model as soil zones that have corresponding CN values. 3.3 Tidal Water Levels & Design High Water The model’s tidal boundary conditions will be derived from the King tide events observed at the Virginia Key Tidal Station over the past five (5) years (i.e., 2016 through 2020). These King tide events follow a semi-diurnal pattern, resulting in two (2) high and two (2) low water levels being witnessed within a 24-Hour period. In turn, the highest and lowest water levels will be averaged to develop a mean high and low tidal stage for each year. These stages will then further be averaged to determine the respective five (5) year mean high and mean low King tide elevations. These mean high and mean low stage elevations will then be entered into the model as variable water level boundary stages. More specifically, water levels will be timed in such a manner so that the peak tide stage occurs relative to the peak flows of the drainage system. This will result in the peak tides being set to occur at Hour 12 and 60 for the 24- and 72-Hour storms, respectively. In doing so, constrictive tailwater conditions are placed on the drainage system to reflect a ‘worst-case’ scenario. In general, this is viewed as a conservative approach since the storm sewer’s conveyance capacity is inherently restricted by the accentuated tailwater conditions. Due to the project being situated within a coastal area, it is understood that the DHW level would be influenced by and coincide with tidal water levels. Therefore, the above- mentioned 5-year mean high elevation will be averaged with the corresponding mean low elevation to determine a site and tidal specific DHW. The DHW will also be coordinate with ongoing stormwater master planning efforts to ensure consistency with that study. 3.4 Land Cover & Roughness Zones Existing land use information and building footprint data will be utilized to establish the land cover and overland roughness zones for the model domain. The applicable information will be entered into a Geographic Information Systems (GIS) environment and then re-classified to represent impervious and pervious zones. Furthermore, the areas will be given attributes according to their land land-use type, including percent (%) impervious, percent (%) DCIA, and Manning’s n roughness values for shallow and deep water conditions. Example of Soil Zones for North Bay Island Example of Variable Boundary Stage Elevations Example of 3D Building Envelops to Assess Storm Surge Risks TECHNICAL APPROACH CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 12 Extrusion areas will also be developed for the study area to represent impediments to overland flow. In essence, these regions represent the footprint of structures that obstruct and re-route runoff flows, such as residential homes and commercial buildings. Polygon shapefiles will be retrieved from the Miami-Dade County GIS online data hub for existing building envelopes. These polygons will then be back-checked against the latest aerial photography, revised, and simplified, as necessary, to represent current field conditions. 3.5 Topography & Overland Mesh Topographic data within the model will be represented using a combination of Miami-Dade County’s latest DEM and field data collected via traditional survey and/or TML/aerial LiDAR. The topographic data will be amended, as necessary, and entered into the model in the form of a raster surface. Also, graphical element features will be implemented to properly characterize the terrain of the overland flow region (i.e., project limits). These elements included breakpoints, break lines, and boundary stage lines, which will be used to identify high/low points, valleys/ridgelines, and tidal boundary conditions. Specifically, these features guarantee triangle vertices at critical topographic features, which help define drainage divides and flow paths, thus refining the computational overland flow mesh. Breakpoints will be automatically generated uniformly throughout the model domain using a triangular pattern with triangle side lengths of 15 feet. Conversely, break lines will be manually defined by identifying valleys and ridgelines using the DEM. Lastly, boundary stage lines will be applied for the project limits using the Village’s latest XP-SWMM model. 3.6 Design Storm Events Four (4) different design storms will be simulated for the study area. These included the 5- and 10-Year 24-Hour and the 25- and 100-Year 72-Hour rainfall events. Rainfall depths will be derived from SFWMD’s isohyetal map and NOAA’s point precipitation frequency estimates. In turn, SCS Type II rainfall distribution will be used for the 24-Hour event, while the SFWMD’s non-dimensional rainfall distribution will be utilized for the longer duration 72-Hour storms. 4 Hydraulic Model Parameterization The 1D model components will be utilized to represent underground infrastructure as well as groundwater and tidal conditions. At a minimum, seven (7) 1D model components are anticipated to be utilized to represent the Village’s stormwater conveyance system. These will include: (1) stage/area nodes, (2) time/stage nodes, (3) 1D interface nodes, (4) pipe links, (5) weir links, (6) drop structure links, and (7) rating curve links. 4.1 Stage/Area Nodes Stage/area nodes will be utilized to represent catch basins (i.e., grate inlets), manholes, and other applicable drainage infrastructure. Respective storage information for these structures will be derived from dimensions specified in standard details and as-built drawings or available surveys. It should be noted that these storage values will be artificially increased, where necessary, to facilitate model stability. 4.2 Time/Stage Nodes Time/stage nodes will be used to represent the boundary conditions of the model, including the tidal influence of Biscayne Bay and groundwater levels encountered within the Village. A constant stage elevation will be specified to represent groundwater conditions. Conversely, variable tailwater conditions will be used to represent tidal patterns. As previously mentioned, the tidal stage elevations will be based on a five (5) year average of the highest king tide events measured at NOAA’s nearby Virginia Key station (ID: 8723214). It is again worth noting that each peak king tide elevation will have a corresponding lower stage over a 12- hour period, thereby depicting a semi-diurnal tidal pattern. Example of Node-Link Model Connectivity w/ Triangular Mesh TECHNICAL APPROACH CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 13 4.3 1D Node Interface The 1D interface nodes will be placed within the model domain to connect the 2D overland surface and 1D underground storm sewer. These nodes will typically be placed adjacent to drainage inlets to allow overland flow to enter the stormwater conveyance system. Close attention will be paid to properly place these nodes at low spots that reflect confluence points, where excess rainfall enters the drainage system. 4.4 Weir Links For catch basin structures, horizontal weirs will be specified with the width and height corresponding to the inlet’s perimeter dimensions. The dimensions for these weir links will be sourced from either standard details, as-built drawings, or field measurements. In addition, weir links will also be used to represent the baffle structures, control structure, restrictor plates of pump station systems, and so forth. 4.5 Pipe Links The conveyance capacity of the existing storm sewer system will be simulated using pipe links, which will be used between stage/area, time/stage, and/or 1D interface nodes. Pipe dimensions, materials, and inverts will be sourced from either as-built drawings or field investigations. Moreover, backflow preventers (i.e., check valves) will be represented in the model by specifying ‘positive’ only flow directions for the respective pipe links. 4.6 Drop Structure Links In their simplest form, a drop structure link is a composite structure that consists of a weir(s) in series with a pipe(s). These link types will be used within the model to represent control structures that are typically found in stormwater management systems to retain or detain excess rainfall within a wet or dry pond. 4.7 Rating Curve Links Rating curve links will be utilized in the model to represent both drainage injection wells and stormwater pumps. Each rating curve link will be given an operating table that defines the flow/discharge parameters of the respective structures. For drainage wells, an upstream stage/discharge relationship will be applied in accordance with FDEP design and permitting criteria. To provide more context, flow into the drainage will only be allowed once both groundwater levels and mounding are taken into consideration. For this, a typical value of 1.5 feet will be applied and added to the groundwater level to account for mounding. Moreover, FDEP restricts the maximum flow capacity of pressurized drainage wells to a stage elevation of 8 feet (NGVD29). As such, discharge into the well will not be allowed to increase and held constant for stage elevations above this value. It should be noted that FDEP will allow the gravity well system to discharge at higher elevations so long as the surrounding ground is higher than 8 feet (NGVD29) or 6.5 feet (NAVD88). Example of Drainage Well Operating Table Example of Pump Operating Table TECHNICAL APPROACH CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 14 In comparison, a head/discharge relationship will be specified for pump station systems. Values provided in the corresponding operating table will be derived from the performance curve of the respective pump model. These values will then further be adjusted to account for the minor losses encountered within the system. Also, a multiplication factor of negative one (-1) will be applied to all head values. The reason being that stages are typically higher on the discharge side of the pump than on the suction sides, resulting in ICPR calculating negative head values. In turn, this factor will be incorporated to allow the rating curve (i.e., pump) to function properly. It should be noted that this approach will only be followed for the existing pump station systems for which the exact pump model and performance curves will be specified. For the proposed improvements, a more theoretical constant flow rate will be applied to determine the general pump capacity that would be required to address the existing drainage deficiencies. Detailed pump information, such as model type and size, are typically defined and selected during the design phase. A detailed schematic will be developed to show the node-link connectivity of the existing condition model. This schematic will provide information regarding the location, name, connections of all nodes, and link types. Moreover, model input and output files will be provided, documenting all input parameters and corresponding model results. 5 Calibration/Validation Parameters Following the collection and evaluation of available hydrologic data, a brief technical memorandum will be prepared to establish the calibration/validation criteria to be used in the process. This technical memorandum will define the historical storm events that will be used to calibrate/validate the model, the data that will be used to drive the model, and the type of boundary conditions to be used. Available anecdotal information from the Village staff and residents of recent significant rainfall events will be used for calibration or validation. Historical rainfall depths and highwater marks will also be used to verify the results obtained from the developed models. Flooding stages obtained with the ICPRv4 model for the calibration events will be compared with data obtained from measured stages, known watermarks, or interviews with residents to verify the relative accuracy of the model. 6 Processing & Analysis of Existing Condition Model Results Once model calibration and validation is completed, BCC will perform design storm event production runs for existing and future land use conditions without future improvement alternatives. The design storm events to be simulated are the 5- and 10-Year 1-Day design storms and 25- and100- Year 3-Day design storms. From the design storm event production runs, flood maps will be generated by combining model results with the DEM of the project area. BCC will prepare GIS plots showing areas of inundation throughout the Village during the peak of the design storm events. These maps will be prepared within a GIS environment utilizing the depth of flooding information extracted from the output of the ICPRv4 2D model. This method of displaying results not only leads to time savings during the project development process but also provides a great tool to demonstrate high-risk areas. The developed flood plains during the 100-year, 3-day design storm event will also be compared to FEMA flood plain maps as a means of verification. Example of Flood Depth Comparison between Existing & Proposed Conditions TECHNICAL APPROACH CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 15 NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM PERMITTING BCC understands that the Village has an existing NPDES MS4 Permit (Permit No. FLS000003-003) as a co- Permittee with Miami-Dade County. The stormwater element of the NPDES MS4 permit is administered by the Florida Department of Environmental Protection (FDEP) and is mandated by the Clean Water Act (CWA). This permit allows municipalities within the County to discharge stormwater in accordance with the approved Stormwater Management Programs (SWMPs), effluent limitations, monitoring requirements, etc. In addition to complying with the permit conditions and implementation of their own SWMPs, permittees must also submit annual reports to the FDEP. Each report is due six months after the reporting period on March 31st. The reporting period covers a 12-month period beginning on October 1st of each year. Furthermore, the Annual Report must include, as an attachment, a report of the Assessment Program, which includes the status of the water quality monitoring plan implementation, a brief description of the assessment program results to date (i.e., water quality monitoring data and/or stormwater pollutant loading from previous reporting years), and an analysis of the data providing a summary of annual trends and a plan for targeting areas of pollutant loading within the MS4. The Village has entered into an agreement with Miami Dade County, through Resolution 2017-34, to allow the County to perform the water quality monitoring plan. The Annual Report must also document the stormwater infrastructure maintenance activities performed during the reporting period. The inspection and maintenance requirements are listed in Table II.A.1.a of the MS4 Permit. All structural stormwater controls operated by the Village must comply with these requirements and must be included in each annual report. As described in Table II.A.1.a, all dry retention systems, underdrain filter systems, exfiltration trenches, grass treatment swales, dry detention systems, and detention with filtration systems must adhere to the inspection schedule listed in the table. Maintenance activities should be performed on an as- needed basis. However, no specific maintenance schedule is provided. While no specific maintenance schedule is provided, suggested maintenance activities include removal of vegetation and debris, removal of sediments, and repairing damages. Where applicable, structures should be maintained according to the manufacturer’s recommendation. FDEP recommended inspection frequencies for the various types of control structures are summarized in the table below. This information must be gathered and submitted to the County on an annual basis to meet the permit Annual Report requirements. Without a robust data collection and documentation process, this task could be daunting, inefficient, and time-consuming. BCC’s approach is to CONDITION FREQUENCY OF INSPECTION New Annually for 2 years Existing - no problems Once every 3 years Existing - chronic problems Annually until problems are corrected STRUCTURAL CONTROL FREQUENCY OF INSPECTION Alum Injection Systems Monthly unless historical records specify a different inspection frequency Pollution Control Boxes Quarterly, unless historical schedule indicates otherwise Pump Stations Semi-annually, or more as needed Major Outfalls Annually, unless historic operation records specify a different frequency Pipes / Culverts Minimum of 10% of the total number of structures each year. All structures should be inspected at least once every 10 years. Canals within the MS4 system Annually Inlets, Catch Basins, Grates, Ditches, Conveyance Swales, and other Stormwater Conveyances Minimum of 10% of the total number of structures each year. All structures should be inspected at least once every 10 years. TECHNICAL APPROACH CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 16 work with the Village in refining the Village’s GIS database repository to automate the annual reporting process. This process begins with updating and amending the attribute fields within the Village’s stormwater infrastructure GIS Shapefiles to include data required for NPDES tracking and reporting. For example, the number of inspections or maintenance activities per stormwater facility for the reporting year can be amended to the GIS Shapefiles data. To properly document the inspection and maintenance activities as per the NPDES permit requirements, it is recommended that additional fields be included in these shapefiles to track facilities that have been inspected and/or maintained. This will help to streamline the data processing and reporting by allowing the number of inspection and maintenance activities to be automatically calculated using a simple GIS query. For records that require the total length of inspection or maintenance, such as exfiltration trenches, swales, or pipes/culverts, the length of the shapefile features are already calculated in feet for each shapefile, so a GIS query could easily sum the feature lengths that have been identified as inspected or maintained. For GIS point features such as inlets and manholes, the same setup and GIS queries can be performed as shown above in the figure above. However, the total number of features would need to be counted rather than the sum of the lengths. Having this data in the Villages’s GIS database, maps can also be generated showing facilities that were maintained and/or inspected in a given year, in addition to facilities that need to be inspected in the upcoming reporting period. This approach adds a robust automated process to document and report inspection and maintenance activities. GIS training for Village staff can help with maintaining the stormwater databases and streamlining the data collection and tracking process for the NPDES MS4 Permit annual reporting. BCC recommends maintaining a GIS trained staff, including: • Maintenance crews who want to know where their fa­ cilities are located and dates of previous inspections and/or maintenance activities. • Utility supervisors who want to manage maintenance teams and monitor the status of operations • Engineering staff who need quick access to the utility database for modeling • Managers who need specific metrics for annual plan­ ning and reporting A more advanced solution is to utilize online, app-based mapping tools to allow field crews to generate data from a handheld device such as a smartphone or tablet. Applications such as ArcPad or ArcGIS for Windows Mobile have been used for field investigations for over a decade. ArcPad provides field-based personnel with the ability to capture, analyze, and display geographic information in the form of industry-standard vector and raster image files in near real-time. While ArcPad is directed more towards GIS-trained professionals, ArcGIS for Windows Mobile application is a task-driven GIS app for Windows tablet devices created for non-GIS trained professionals that typically perform simple data Sample Shape file Query TECHNICAL APPROACH CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 17 collection and field inspection projects. Collector for ArcGIS and Survey123 are free apps that can also extend the reach of the Village’s stormwater database into the field. These applications can be configured to match the Village’s field inspection and maintenance log forms. Staff can be trained to use the apps and build dashboards for data tracking in the field. Additionally, secure online GIS tools can be developed for residents to use and report illicit discharges or improper disposal as required by MS4 Permit Part III.A.7.c on the Stormwater Management Program Summary Table. This approach was successfully implemented for the City of Delray Beach. COMMUNITY RATING SYSTEM BCC understands that as of October 2020, the Village’s FEMA National Flood Insurance Program (NFIP) Community Rating System (CRS) is at a Class Rating of 7, which provides the residents with an insurance rate reduction of 15% for Special Flood Hazard Areas (SFHA) and 5% for non- SFHA, respectively. Reducing the CRS Class Rating will further reduce the residents’ insurance rates. Therefore, it is critical to implement a strategy in lowering the Village’s CRS Class Rating based on all the flood protection and resilience activities the Village has performed to date, thus providing significant benefits to the community, its residents, businesses, and visitors. The CRS is a voluntary incentive program that recognizes and encourages community floodplain management activities that exceed the minimum program requirements. As a result, flood insurance premium rates are discounted to reflect the reduced flood risk resulting from the community actions meeting the three goals of the Community Rating System: 1. Reduce & Avoid Flood Damage to Insurable Properties 2. Strengthen & Support the Insurance Aspects of the NFIP 3. Foster Comprehensive Floodplain Management. BCC is well versed in the current requirements while equally being on the cutting edge of near-term changes to the CRS program. Our personnel is ready to quickly advise the Village of the potential changes that could further improve the Village’s CRS Class Rating. START (1) • WORKSHOP & GOAL DEVELOPMENT 2021 • VILLAGE DATA AND PROGRAM MANAGEMENT • STAFF AND RESOURCES ASSIGNMENT • RATE CLASS 7 COMMUNITY OR BETTER - 2022 • FREEBOARD REQUIREMENT • SETUP VILLAGE ANNUAL PROGRAM SERVICES • SETUP VILLAGE PROGRAM IMPROVEMENTS • RATE CLASS 4 COMMUNITY - GOAL OF 2030 • VILLAGE ANNUAL PROGRAM SERIVCES • VILLAGE PROGRAM IMPROVEMENTS • VILLAGE RECOGNITION • BCEGS OF 5/5 OR BETTER • CRS METRIC FOR CIP PRIORITIZATION • ANNUAL CRS RECERTIFICATIONS • PUBLIC OUTREACH SERVICES • CLASS 6 COMMUNITY - GOAL OF 2027 (CV) • REFINE VILLAGE ANNUAL PROGRAM SERVICES • REFINE VILLAGE PROGRAM IMPROVEMENTS • FLOODPLAIN MANAGEMENT PLAN • MANDATORY CREDIT IN ACTIVITY 430, 450, 510, 610 • BCEGS OF 4/4 OR BETTER • ANNUAL CRS RECERTIFICATIONS REFINE (3) ENTRY (2) UPDATE (4) ENHANCE (5) GOAL (6) TECHNICAL APPROACH CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 18 BCC will evaluate the proposed adaptation strategies developed in the most recent SWMP update with the CRS program to understand how those could help the Village achieve its goal. As a result of the working experiences of the BCC personnel, we are well-positioned to leverage the knowledge obtained through recent client services and regular coordination with the CRS ISO staff. BCC has prepared an illustration for the strategic pathway proposed to achieve a Class 4, with key milestones and requirements identified within. As a result of this pathway, we will assist the Village by identifying key opportunities for improving their floodplain management, progressively improving their CRS Class Rating, and ultimately leveraging additional savings for flood insurance policyholders.  DESIGN CRITERIA PROFESSIONAL SERVICES BCC will support the Village with Design Criteria delivery methods to implement any critical stormwater improvement project. This method integrates design and construction to deliver capital projects in an expedited and cost-effective manner. Our role as the Design Criteria Professional (DCP) is to assist the Village in establishing the design and construction requirements during the procurement of design- build or conventional contracts to ensure the design-builder or selected contractor comply with the Basis of Design Report (BODR) criteria and specifications. As the DCP, our main objective is to work alongside the Village to address all the issues by providing efficient and innovative solutions that can be delivered on time, within budget, and addressing the long-term needs of the community. In the early stages of the process, the proposed solutions are presented at a conceptual level to be reviewed, vetted, and ultimately approved by all stakeholders. The key to the success of the Design-Build contract is to strike a balance of flexibility (to allow innovation by the final design and contractor) with well-defined elements and goals. With this objective in mind, it is vital to clearly establish the objectives of the Contract and define prescriptive as well as performance/criteria based elements. This is done by preparing the Technical Specifications where all minimum requirements are clearly depicted. By doing so, we can properly and accurately transfer the responsibility and risk to the Design-Builder or Contractor. 1. Bid and Award Support BCC is intimately familiar with the role of the Design Criteria Professional during the Procurement Phase as we have recently acted in this role for the $600M SR 836/I-395 from West of I-95 to MacArthur Causeway Bridge and the $8M City of Miami DCP for Repair and Reconstruction of roads city-wide. Design-Build projects are typically procured using a two-step process. Therefore, procurement support services from the DCP will be divided as follows: 1 Procurement Support Services from Advertisement to Tier 1 - This phase consists of the pre-qualification of firms (shortlisting) based on their qualifications and technical experience. Shortlisting several firms augment competition between bidders that results in a reduction of the total project cost. Our role is to assist the Village from advertisement to Tier 1 includes the following key activities: • Presenting project scope and minimum requirements at the pre-submittal project briefing • Reviewing, evaluating, and preparing a compliance matrix for Tier 1 Proposals received • Presenting a compliance matrix at tier one meeting 2 Procurement Support Services from Tier 1 to Tier 2 - The second step includes the issuance of a request for technical and price proposals with the opportunity to present alternative technical concepts (ATC). Prior to the technical and price proposals submittal, the Village will release the Design Criteria Package that will be prepared by BCC for the bidders to obtain specific details on the base bid design criteria. The Contract is awarded on the Best Value Selection (BVS) by combining bid amounts with quantitative scores (selection committee grades oral presentations & technical submittal). Our DCP role is to assist the Village from Tier 1 to Tier 2 as follows: • Presenting Design Criteria Packages at Tier 2 pre-sub­ mittal briefing or site visits • Reviewing, evaluating, and preparing a compliance matrix for Tier 2 Proposals received • Providing recommendation as to acceptance of alter­ nate technical proposals (ATC) TECHNICAL APPROACH CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 19 3 Procurement Support Services from Tier 2 to Contract Award - After Design-Builder is selected, BCC will assist the Village during the Contract Award as follows: • Reviewing Project Schedule and Schedule of Values • Attending Negotiation Meeting and providing tech­ nical support to the Negotiations Committee during the Design-Build Contract negotiations. Our approach to supporting the Village during procurement is proven and can be attested by the success of our previous Design-Build and conventional projects that BCC has managed as the DCP. 2. Design Criteria Professional Services During Construction The role of the DCP during construction may vary depending on the Village’s needs. At a minimum, it shall include the following: 1. Attending Pre-Construction Meeting 2. Attending Weekly Construction Meetings 3. Responding to RFIs during the Design Phase of the Design-Build 4. Reviewing plans at 60%, 90%, and 100 % design submittals 5. Reviewing Shop Drawings 6. Reviewing Change Orders 7. Reviewing Pay Requests 8. Provide assistance during Project Certification and Closeout The activities mentioned above can be expanded at the discretion of the Village. BCC is capable and possesses the staff readily available to perform full construction management and inspection services to support the Village staff at a moment’s notice and 24/7. Our approach during construction is flexible and adaptable to the preferences, needs, and requirements of the Village. ATTENDANCE AND PRESENTATIONS AT PUBLIC AND VILLAGE COUNCIL MEETINGS BCC’s Project Manager, Mr. Alex Vazquez, PE, CFM, will be the main point of contact and lead any presentation at public and Village Council meetings associated with this project. Mr. Vazquez has lead and attended similar types of meetings for the Village of Pinecrest Stormwater Master Plan Development, City of Doral Stormwater Master Plan update, I-95 and Lantana PD&E project, City of Delray Beach Stormwater Master Plan, and numerous similar projects requiring attending and presenting at public and Village Council Meetings. For public meetings, BCC’s approach embraces an educational component for all meeting to communicate the benefits of each strategy, along with an understanding of how potential improvements may affect the public and stakeholders in the short- and long-term, any impacts on local businesses and critical infrastructure services (utilities, emergency services, etc.), as well as a tentative schedule, if necessary. The local community will need assurances that our recommendations will consider their quality of life and business continuity, as well as will strive to minimize impacts on daily routine, including vehicular and pedestrian access. The approach will also include consideration of the “new normal” from the COVID19 pandemic. For these meetings, BCC will consider the following Public Participation Tools during the different phases of the project, as deemed appropriate. Many of these tools will also be used for Village Council meeting presentation where applicable: 1 Social Media - This tool includes project newsletters or bulletins, the project website, automated e-mails, and other similar tools to keep stakeholders and residents updated at significant design stages and milestone progression, as well as public meetings and presentations. Neighborhood signage and use of the various social media sites (e.g., news outlets and Facebook) will be evaluated for communications about the project. All information will be prepared in English, Spanish, and additional native languages, as needed. TECHNICAL APPROACH CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 20 2 Real-Time Polling - The focus of this tool is to organize and facilitate several in-person and online public meetings to educate local residents and other stakeholders about the risks of flooding in their community and present a suite of possible flood resiliency/adaptation strategies. This method uses live audience polling software (e.g., Poll Everywhere) to present images of the resilience solutions and allows the public to indicate their preferences by visual depiction. Social media surveys (e.g., SurveyMonkey) will also be used to solicit input from residents and other stakeholders who cannot attend the public meeting in person. 3 Rank and Rate Surveys - This method can serve as a cross-reference to reaffirm their visual preferences and provide a quantitative measurement by assigning a numeric value to “Rank” and “Rate” a project option. 4 Meetings - BCC will conduct focus groups and/ or more general meetings to engage and inform the public. We shall coordinate for briefings upon request with Village staff, businesses within affected areas, residents, Homeowner Associations (HOA), and other interested parties, as needed. Noticing and conduct of meetings will be coordinated with project task milestones so that adequate time is provided prior to key deliverables recordation of all public meetings and surveys. 5 Visualizations - BCC will use and prepare visualizations, including photos, artist rendering, simulations, sketches, 3D models, and computer simulations. These could be used during meetings or web-based communications (e.g., websites and social media outlets) as tangible visions of what the Village adaptation could look like. TECHNICAL APPROACH CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 21 BCC has developed a robust approach to managing and executing assignments. BCC has successfully implemented this approach on numerous similar Water Resources Engineering services as part of the continuing engineering service contracts with North Bay Village, City of Sunrise, City of Lauderhill, City of Doral, City of Miami, and the City of Miami Beach. We have summarized the key elements of this proven approach and will continue to utilize it for future assignments with the Village. Assignments received under this Contract would follow a systematic approach that begins with the Village requesting a proposal from BCC that includes a specific scope of services, fee estimate, draft project schedule, and applicable reasonable assumptions. Once our proposal has been accepted and a Project Agreement (PA) has been executed, along with the issuance of a Notice to Proceed, BCC will conduct a thorough review of the project to identify critical project issues, which may include, but are not limited to • Applicable design criteria and standards • Potential utility conflicts • Environmental impacts • Permitting and regulatory requirements • Aesthetic requirements, and • Constructability. Following the desktop review, BCC will conduct a kickoff meeting and initial field visit with the Village’s project manager and other Village representatives, including engineering and operations staff. The initial field visit plays a critical role in our approach because it offers an opportunity to receive input from the various disciplines involved in the design and to understand the desired outcome from the end-user. These field visits will serve as a tool for team members to identify potential issues, provide a level of value analysis, and help with coordination between the different design disciplines. Senior Engineers and Designers will utilize information from the field to develop optimal solutions based on their findings and follow-up discussions. Should BCC’s recommendation differ from the Village’s scope, we will present to the Village’s Project Manager for review, discussion, and approval. Moving forward, our BCC will complete the following tasks: • Review site plans and scope of work to confirm project limits. • Issue meeting notes from the kickoff meeting and field review with key individuals from the project team and the Village. • Discuss additional infrastructure the Village may want to include to facilitate the development of complete construction documents (or study/report). • Confirm the applicable design standards and criteria with the Village. • Begin data collection (surveys, geotechnical data, contamination, existing utilities, and improvements, as- built plans, etc.) • Develop conceptual/preliminary designs for approval early in the project. • Identify critical issues and provide solutions to avoid/ minimize any adverse impacts. • Establish points of contact with permitting review agencies • Perform Subsurface Utility Engineering (SUE) at points of potential conflicts. • Perform quality control reviews prior to milestone submittals (i.e., 30%, 60%, Permit submittal, etc.) • Prepare final construction plans or studies and include cost estimates with each phase review. • Proceed with the preparation of specifications, including special provisions for any items not covered under the standard specifications, and • Prepare a record computation book and include all back- up information used for critical design calculation SCHEDULE AND COST CONTROL The main purpose of a project schedule is to represent the plan to deliver the project scope over time. In addition to guiding the work, the project schedule is used to communicate with the team when certain work elements and project events are expected to be accomplished. The project schedule is also the tool that links the project elements of work to the resources needed to accomplish that work. BCC will perform general project management, prepare scheduling and cost control systems. The project schedule will be monitored and documented throughout the following phases: Project Initiation, Planning and Design Phase, Execution and Construction Phase, Substantial Completion, and Project Completion. The project budget will be closely monitored to manage costs, and any discrepancies will be promptly resolved Project Management Plan CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 22 to guarantee there are no unaccounted expenses. The schedule will include deadlines of submittals as well as review time periods in the design phase of the project. During the construction phase, shop drawing reviews, lead times for specialty items will be assessed in an expedited manner, as well as tracking the sequence of construction activities. The overall schedule will define a Critical Path Method (CPM) to ensure on-time completion. Project schedules will include the following components: 1. All activities 2. A planned start date for the project 3. Planned start dates for each activity 4. Planned finish dates for each activity 5. Planned finish date for the project 6. Resource assignments 7. Calendar based 8. Activity durations 9. The “flow” (sequence) of the various activities 10. The relationships of activities 11. An identified critical path(s) 12. Total and free float COST ESTIMATING Cost estimates will be provided with each submittal in accordance with the guidelines developed by AACE International. A Class 4 cost estimate will be provided at the schematic design, 30 percent design development phase. Following additional refinement of the design and preparation of the 60% detailed design plans, a Class 2 cost estimate will be prepared. The Class 2 estimate has an expected accuracy range of minus 5% to minus 15% on the low side and plus 5% to plus 20% on the high side. A Class 1 estimate will be prepared and provided with the 90 percent permit set design plans. The cost estimate prepared by BCC will be used during the bidding process to compare and check the bid price submitted by the contractor. QUALITY ASSURANCE/QUALITY CONTROL Throughout the design and construction process, BCC will follow our stringent Quality Assurance and Quality Control (QA/QC) plan with senior staff involved to guarantee that deliverables are presented in the utmost superior quality. BCC has a standard of providing a high level of service, which requires a well-defined and administered Quality Control Plan to be performed by a qualified Senior Level Engineer or Manager. The Lead Technical Professional (LTP) Alex Vazquez, PE, CFM, and the Quality Control Reviewer (QCR) will be Wilfredo Rodriguez, PhD. Quality Assurance (QA): the verification that a project specific Quality Control Plan is being implemented and that the services being provided meet, or surpass, the Client’s requirements. Quality Control (QC): ensures that established procedures are followed and the requirements of the scope of services are met in accordance with standards. QA/QC Process: A Quality Control Tracking Stamp shown below is used in the review process documentation. Prior to each submittal, the designated LTP indicates that the checking process is complete and that the item is ready for review. The QCR then performs a thorough review to ensure that all aspects of the work product are complete Project Management Plan Project Management Plan CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 23 and free from errors and omissions and that any revisions or adjustments to the work item are complete and correct. This review process will follow the Standard Checking Procedure summarized below: • The LTP indicates that the document or plan set is complete and ready for review. • The QCR performs a thorough review of the document or plan set and informs the LTP of any comments. • The LTP indicates concurrence with the corrections and revises the document or plan set as necessary. • The LTP reviews the document or plan set to ensure that all changes have been made. • The QCR performs a final review and verifies the incor­ poration of all agreed changes. Wilfredo Rodriguez, PhD, our Quality Control Reviewer, will carry out the Quality Assurance function by reviewing and approving of the Quality Control Plan, performing random checks of its use, and reviewing finished products before their release using checklists based on Client requirements. The results are documented and included in the project files. To ensure that a project is developed properly, BCC will apply tools and techniques that will assist in correctly and accurately gathering and evaluating project information to develop a comprehensive project management plan. The success of projects schedule and cost control is typically the result of having well-documented project work activity requirements, accurate scheduling of resources and work activities, and accurate cost estimation of all specific activity requirements to develop the project budget. One of the primary success factors for BCC is the attention to detail in work activity requirements, budgeting, and scheduling. Project Management Plan CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC R E F E R E N C E P R O J E C T S Project Description: Project consisted of the improvements to SW 268th Street from a four-lane undivided section to a five-lane section from SW 139th Avenue to SW 119th Avenue with a two-way left turn lane and a four-lane divided section with a median separator from SW 122nd Avenue to SW 112th Avenue. The project included curb and gutter, sidewalk (in developed sections) and bicycle lanes throughout the project limits. BCC Engineering was responsible for the preparation of design plans, drainage reports, lighting, signing and pavement markings, signals, and permitting. SW 268/264 Street Connector (E06-PW-06) Reference for: BCC Engineering, LLC Location: Miami-Dade County, FL Contract Amount Awarded to Firm: $616,578 Contract Duration: 2008 to 2011 Project Owner: Miami-Dade County Department of Transportation and Public Works (DTPW) Contact: Fernando Mardones Contact Phone: (305) 375.4455 Contact Email: fnando@miamidade.gov CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC R E F E R E N C E P R O J E C T S NW 102nd Avenue Improvements from NW 66th Street to 74th Street Project Description: The project encompasses the design of roadway improvements to NW 102nd Avenue from NW 66th Street to NW 74th Street. Currently NW 102nd Avenue within the project limits is a dirt road. The construction plans will provide a three-lane typical section with the 50 feet of currently available Right-of-Way. In order to construct the proposed improvements, Miami-Dade County will dedicate land from the adjacent parcels. Because the project is adjacent to the Miami-Dade Resources Recovery Facility landfill, an Environmental Site Assessment (ESA) was required. Reference for: BCC Engineering, LLC Location: Doral, FL Contract Amount Awarded to Firm: $139,840 Contract Duration: 2015 to 2019 Project Owner: City of Doral Contact: Jorge Gomez, P.E. Contact Phone: (305) 593.6725 Contact Email: Gomez@cityofdoral.com CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC R E F E R E N C E P R O J E C T S Project Description: BCC is providing design services for alleviating flooding conditions that have been observed within the south-east bounds of North Bay Island. The project involves the collection and review of pertaining survey information, GIS data, storm sewer record drawings, and drainage well completion reports to facilitate development of a two-dimensional (2D) ICPRv4 hydrologic & hydraulic (H&H) model. The stormwater model covers an area of approximately 44-acres and will serve as the primary analysis tool to evaluate the existing stormwater management system. In turn, the model will be modified to incorporate and evaluate three design concepts to address the documented drainage deficiencies. The model development effort and results of the evaluation will be summarized in a Basis of Design Report (BODR) which will discuss the pre- and post-development drainage conditions while elaborating upon the benefits and disadvantages of each alternative. Moreover, the BODR will highlight considerations and design requirements for project implementation. Following the evaluation phase, BCC will develop 60%, 90% and 100% design documents for the construction of the proposed improvements. In addition, BCC will be coordinating necessary permitting efforts with applicable regulatory agencies, such as FDEP and D-RER, while managing any necessary relocations with applicable private utilities. North Bay Village Stormwater Pump Station Upgrade Reference for: BCC Engineering, LLC Location: North Bay Village, FL Contract Amount Awarded to Firm: $124,908 Contract Duration: 2019 to On-going Project Owner: North Bay Village Contact: Mohan Thampi, PE Contact Phone: (305) 756.7171 ext. 29 Contact Email: mthampi@nbvillage.com Continuing Architectural & Engineering Services VILLAGE OF KEY BISCAYNE | REQUEST FOR QUALIFICATIONS NO. 2021-08 CIVIL ENGINEERING R E F . # : 2 0 2 1 - 0 8 C I V Continuing Architectural & Engineering Services VILLAGE OF KEY BISCAYNE | REQUEST FOR QUALIFICATIONS NO. 2021-08 R E F . # : 2 0 2 1 - 0 8 W W WATER RESOURCES ENGINEERING CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 2 Public/Private Sector Clents for the last 3 years City of Doral North Bay Village City of Fort Lauderdale City of Lauderhill City of Miami Beach City of Sunrise Bay Harbor Islands City of Miami City of Orlando Miami-Dade County (DTPW) Miami-Dade Aviation Department Miami-Dade County Parks & Recreation Department (PROS) Miami-Dade County Fair & Exposition, Inc. Port of Miami Village of Virginia Gardens Mater Academy Palmer Trinity School Pinecrest Academy Riviera Preparatory School MDX FDOT (3,4,5,6,7) Florida Turnpike Enterprise Continuing Architectural & Engineering Services VILLAGE OF KEY BISCAYNE | REQUEST FOR QUALIFICATIONS NO. 2021-08 CIVIL ENGINEERING R E F . # : 2 0 2 1 - 0 8 C I V Continuing Architectural & Engineering Services VILLAGE OF KEY BISCAYNE | REQUEST FOR QUALIFICATIONS NO. 2021-08 R E F . # : 2 0 2 1 - 0 8 W W WATER RESOURCES ENGINEERING CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 3 State of Florida Department of State I certify from the records of this office that BCC ENGINEERING, LLC is a limited liability company organized under the laws of the State of Florida, filed on May 8, 2019, effective March 15, 1994. The document number of this limited liability company is L19000118381. I further certify that said limited liability company has paid all fees due this office through December 31, 2021, that its most recent annual report was filed on January 31, 2021, and that its status is active. Given under my hand and the Great Seal of the State of Florida at Tallahassee, the Capital, this the Thirty-first day of January, 2021 Tracking Number: 1579120583CC To authenticate this certificate,visit the following site,enter this number, and then follow the instructions displayed. https://services.sunbiz.org/Filings/CertificateOfStatus/CertificateAuthentication Licenses & Certifications - BCC Engineering, LLC CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 4 Licenses & Certifications - BCC Engineering, LLC CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 5 Licenses & Certifications - BCC Engineering, LLC BCC Engineering, LLC PE Lic. No.: 7184 Continuing Architectural & Engineering Services VILLAGE OF KEY BISCAYNE | REQUEST FOR QUALIFICATIONS NO. 2021-08 CIVIL ENGINEERING R E F . # : 2 0 2 1 - 0 8 C I V Continuing Architectural & Engineering Services VILLAGE OF KEY BISCAYNE | REQUEST FOR QUALIFICATIONS NO. 2021-08 R E F . # : 2 0 2 1 - 0 8 W W WATER RESOURCES ENGINEERING CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 6 BCC’s corporate headquarters are in Miami-Dade County. In addition to our Miami office, we maintain offices in Broward County; Orlando; Tampa; Puerto Rico; Dallas, TX; and Atlanta, GA. Our offices are equipped with tools to allow staff to collaborate across offices. Our video conferencing capabilities allow us to host monthly company-wide meetings which are attended by several hundred employees. This capability will allow us to host virtual meetings of any size during the COVID-19 pandemic. In Miami we have a television studio that is used for in-house production. On staff we also have two certified drone operators who are licensed by the Federal Aviation Administration. We use this capability to monitor our projects and their progress and to provide data to our clients. FACILITIES BCC’s facilities highlighted below are particularly well-suited to deliver this contract. BCC’s Miami office is optimally located to respond to Village assignments or any issues concerning projects located within the Village limits. The office also has a complete graphics department capable of producing any form of media, from roll plots/aerials to public involvement support (Project Fact Sheets, PowerPoint) to proposals. Several meeting rooms, each with a combined capacity of 40+, are available for Team meetings. Meeting rooms have video conference and laptop hook up capability to facilitate communication, collaboration and the distribution of information. Multiple flat screens are extremely useful when multi- tasking between video conference, network/design documentation, reference information, and Internet (aerials, etc.). RESOURCES & TECHNOLOGY In response to the COVID-19 virus, BCC Engineering and members of our team have developed alternate working arrangements that have allowed us to seamlessly deliver services to our clients. Using various technology, we have continued to operate at the same level prior to the spread of the novel corona virus. Our team members are equipped with software to facilitate face to face and virtual meetings. We have deployed file management systems like SharePoint and Project Wise to manage project files across multiple offices and individuals who may not be co-located. To facilitate team interactions. BCC staff hold daily meetings discuss the status of all active projects and planned work activities. Each of our employees have access to a standard suite of software including the following: • Microsoft Office – Word, Access, Excel, PowerPoint, SharePoint, One Drive, and One Note • AutoCAD Civil 3D, • Auto Storm and Sanitary Analysis • Adobe • Zoom • Microsoft Teams, and • Project Wise • Some of our divisions including structures utilize discipline specific software to complete calculations. Within the Civil division, we utilize Arc GIS and various modeling software to analyze collection and distribution systems. We also utilize various 1D, 2D, and 3D hydrologic, hydraulic and water quality models including ICPR, v4, XP-SWMM, HEC- RAS 1D/2D, and BMPTRAINS for stormwater analyses. Continuing Architectural & Engineering Services VILLAGE OF KEY BISCAYNE | REQUEST FOR QUALIFICATIONS NO. 2021-08 CIVIL ENGINEERING R E F . # : 2 0 2 1 - 0 8 C I V Continuing Architectural & Engineering Services VILLAGE OF KEY BISCAYNE | REQUEST FOR QUALIFICATIONS NO. 2021-08 R E F . # : 2 0 2 1 - 0 8 W W WATER RESOURCES ENGINEERING CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 2 PROJECT MANAGER QUALITY CONTROL PRINCIPAL-IN-CHARGE/ CONTRACT MANAGER STORMWATER SYSTEM DESIGN NPDES PERMITTING STORMWATER MODELING COMMUNITY RATING SYSTEM PUBLIC & COUNCIL MEETING PRESENTATION DESIGN CRITERIA Alex Vazquez, PE, CFM Wilfredo Rodriguez, PhD Victor H. Herrera, PE Alexander George, PE Armando Rodriguez Carlos Formos, EI Misael Ramirez Alex Vazquez, PE, CFM Armando Rodriguez Mohammad Islam, EI Sebastian Honigfort, PE, ENV SP Viviana Villamizar Tatiana Vargas, EI Tatiana Vargas Castilla, EI Sebastian Honigfort, PE, ENV SP Alex Vazquez, PE, CFM Joanne Prince, PE, ENV SP Sebastian Honigfort, PE, ENV SP Joanne Prince, PE, ENV SP Jairo A. Rodriguez, PE Sebastian Honigfort, PE, ENV SP Key Personnel Relevant Experience Alex Vazquez, PE, CFM Alex George, PE Sebastian Honigfort, PE, ENV SP Tatiana Vargas Castilla, EI Joanne Prince, PE, ENV SP SWMP 2019 Update,Doral, FL   Installation of 48-inch Diameter Transmission Main for Area “N”, Miami, FL   264/268 SW 268/264 Street Connector (E06-PW-06), Miami, FL   North Bay village Pump station, North Bay Village, FL   City of Lauderhill Stormwater Management and Flood Protection Master Plan, Lauderhill FL   NW 102nd Avenue Improvements, Doral, FL   Continuing Architectural & Engineering Services VILLAGE OF KEY BISCAYNE | REQUEST FOR QUALIFICATIONS NO. 2021-08 CIVIL ENGINEERING R E F . # : 2 0 2 1 - 0 8 C I V Continuing Architectural & Engineering Services VILLAGE OF KEY BISCAYNE | REQUEST FOR QUALIFICATIONS NO. 2021-08 R E F . # : 2 0 2 1 - 0 8 W W WATER RESOURCES ENGINEERING CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 3 Victor H. Herrera, PE Contract Manager Victor Herrera brings 17 years of experience in the design and implementation of engineering projects. He has strong project experience working with municipalities and leading complex projects. Mr. Herrera has specialized professional competence in parking lots, grading, earthwork, and drainage design, as well as experience in plans processing for permit approval, water and sewer design, geotechnical investigation evaluation, and interpretation of soil borings and recommendations. Victor is a Senior Vice President with BCC and serves as the Civil Operations Manager for the firm. He is responsible for management, profitability, and direction of the firms staff, establishing and monitoring procedures and processes, adherence to corporate and company policies, project contractual terms and quality control procedures. Victor frequently serves as a Project Principal or Project Director for large or significant projects and is responsible for marking sure that BCC is providing the appropriate technical resources to assure delivery of quality service and products to our clients on time and within budget. Relevant Experience: North Bay Village Contract for General Professional Engineering and Architectural Services, Village of North Bay, FL, Reference: Marlon Lobban, (305) 756-7171 Ext.66, mlobban@nbvillage.com - The project involves several task work orders. The scope of services include, but are not limited to, providing general engineering and architectural services to provide planning, reviews, assessments, reports, studies, design, project permitting, renderings, schedules, cost estimates, construction specifications, project management, construction inspection and construction management for projects such as marine construction, roadway, transportation/traffic signalization, traffic calming, drainage, water, sanitary sewer, site plan, architectural planning and design (incl. Structural, mechanical, electrical and plumbing), sustainability, environmental and landscaping. Project Role: Principal. Stormwater Work Program, Miami, FL, Reference: Elyrosa Estevez, PE, CFM, 305-416-1200, EEstevez@ci.miami.fl.us - Mr. Herrera guided the effort of developing a stormwater work program to address over one hundred existing stormwater structures that were not in compliance with local regulatory criteria. Recommendations were based on engineering feasibility, schedule, and estimates of probable construction costs as well as stormwater requirements of the structure. Elements of the work included utilization of existing data provided by the City, site visits to each structure, developing alternatives that are permittable with the Florida Department of Environmental Protection (FDEP) Underground Injection Control Program and Miami Dade County Department of Environmental Resources Management (DERM), preparing preliminary construction documents and specifications, and compiling a thorough report to be used as a design criteria package for a design/build request for proposal (RFP). Project Role: Project Manager and Owner’s Representative. Years Experience: 17 years Education: BS in Civil Engineering, Florida State University Registration: Professional Engineer Florida No. 71164 Alabama No. 30849 Pipeline Assessment Professional (PACP), Florida No. 06-16991 CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 4 Flagler Street Downtown Beautification - Civil Engineering Services for Roadway, Parking, and Pedestrian Accommodations, Miami, FL, Reference: Bob Beaty, PE, (954-931-6581)/ BobB@Lanzo.org, Hector Badia, (305) 416-1236, HBadia@miamigov. com - The project involves full roadway reconstruction, sidewalk widening, provision of valet parking system, reconfiguration of on-street parking and coordination with the landscape architect to propose trees in a corridor saturated by underground utilities designed and permitted for relocation. The purpose for this project is to make Flagler Street a more pedestrian-friendly roadway where the street can be closed for events creating a street plaza environment. In addition, several traffic calming measures were introduced including narrowing the travel lanes, decorative high-visibility pedestrian cross walks, and decorative street furniture. The project also included the provision of new hardscape patterns, street lighting design and the re-design of the drainage system to provide a 100-year service life operation. In addition, this project includes extensive utility coordination, new design of the water distribution line and two sanitary sewer gravity lines. Extensive coordination with permitting authorities, Miami-Parking Authority, and Miami Downtown Development Agency (DDA). Project Role: Senior Project Manager. Design-Build Services for the Installation of a 48-inch Diameter Transmission Main for “Area N” Package IV-A, Miami, FL, Reference: Alex Retamar, (786) 552- 4405, Alex.Retamar@miamidade.gov - Design-Build services for the installation of approximately 8,800 linear feet of 48-inch diameter P.C.C.P. transmission water main along SW 117th Avenue to connect the County’s new 36- inch diameter water transmission main project at SW 152nd Street and SW 127th Avenue. The purpose is to enhance Miami-Dade WASD’s water service reliability and address water pressure deficiencies in the County’s southern service area. BCC’s scope of work included plan-profile design of the 48-inch diameter water main, permitting through various agencies to allow construction, and coordination between WASD, the contractor, and various sub-consultants. Project Role: Principal Installation of 12-inch DIP Water Main & Service Reconnection in SW 268 ST from West of SW 139 Ave to East of SW 123 PL, Homestead, FL, Reference: Jose A. Diaz, (786) 552-4383, jose.diaz@miamidade. gov - The project consists of approximately 7,000 linear feet of new 4-inch to 12-inch water main installation to replace existing cast iron and asbestos pipes, service connections, fire hydrant removal and replacement, trench restoration, pavement restoration and pavement markings. Extensive design, coordination between MDWASD and Miami- Dade County Public Works Department, permitting, bidding and construction services for water main installation. Project Role: Contract Manager Upgrade Sewage Pump Station 1002, Homestead, FL, Reference: Tania Fernandez, (305) 592-7283, tfernandez@apcte.com - Design, permitting, bidding and construction services to upgrade sewage PS 1002 with rehabilitation to existing wet well, two new 34 HP submersible pumps, new valve vault, new electric control panel and electrical equipment, new generator and fuel tank, 6-inch and 8-inch pipes and fittings, fencing and site restoration. The project, located on a small easement, requires close coordination with utility providers due to overhead utilities that cannot be powered down. Upon completion of design, BCC will be responsible for the review of shop drawings, proposed substitutions, reviewing contractor’s pay requests, change order analysis, and claims assistance (if any). Project Role: QA/QC. Biscayne Landing, City of North Miami, FL, Reference: Darryl Lee, PE, (561) 504-0909, dlee@turnberry. com - Mr. Herrera lead a team of 18 professionals in the design and permitting for 4,300-linear feet of a new 4-lane spine road on top of an existing landfill. Utility improvements included the design and permitting of a 16-inch sanitary sewer force main and the looping of a 12-inch water main. This site, entailing 184-acres, will ultimately be a mixed- use development consisting of commercial/retail, high rise towers, and other amenity features. Due to the history of the site (old landfill) the design approach required a collaborative effort between design engineers, solid waste specialists, and geotechnical consultants. Project Role: Project Manager/Client Service Manager. Victor H. Herrera, PE (Page 2) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 5 Alex Vazquez, PE, CFM Project Manager Alex Vazquez has over 36 years of professional engineering consulting and construction management experience. Mr. Vazquez’s experience encompasses a wide-range of project types including, but not limited to: drainage infrastructure and stormwater management systems analysis, design and permitting; hydrologic, hydraulic and water quality modeling with a wide-variety of water resources numerical models; stormwater management master plan development; watershed studies; sea-level rise studies; flooding assessment/mitigation studies; industrial and commercial site development; design of water/wastewater collection and distribution systems, environmental permitting; construction management; and application of GIS technologies to civil, environmental and water resources engineering projects. Mr. Vazquez has also served as an expert witness on numerous flooding and flood protection level of service litigation cases. Relevant Experience: Stormwater Improvements Design for Years 2 and 3, Doral, FL, Carlos Arroyo, (305) 593-6740, carlos.arroyo@cityofdoral.com - Mr. Vazquez was Project Manager for this project performing drainage analysis, detailed design, and permitting for multiple sites within the City of Doral with existing flooding issues as outlined in the City’s Stormwater Management Master Plan. As part of this contract, Mr. Vazquez analyzed the existing drainage conditions and designed individualized drainage improvements for each site utilizing existing drainage systems with additional French drains. Drainage improvements were made under the maintenance work. Each project entailed prepared plans and specifications for bidding purposes. Mr. Vazquez also supported during the bidding phase and provided post-design services, including periodic site visits, approving payment requisitions, and project close-out services. Project Role: Project Manager, QA/QC. Collins Ave. Drainage Pump Station Design, City of Miami Beach, FL, Mario Dominguez, PE, (305) 470-5486, Mario.Dominguez@dot.state.fl.us - Mr. Vazquez was the Project Manager and was responsible for the stormwater pump station design at Collins Avenue and 23rd Street. The project included the design of the stormwater pump station (pgm) with two (2) 5,200 gallon per minute submersible pumps. The pump station is connected to a retrofitted existing outfall with direct discharge into Indian Creek. A pollution control structure, to provide water quality volume, was provided downstream of the pump station. The design also included incorporating sluice gates at the three water control structures to allow the flexibility of providing emergency bypass in the event that the pumps or power failed during a major storm event. Project Role: Project Manager. Stormwater Management Master Plan Development and Sea Leve Rise Assessment, Village of Pinecrest, FL, Reference: David Mendez, (305) 669-6916, dmendez@pinecrest-fl.gov - Mr. Vazquez was the Project Manager and Engineer of Years Experience: 36 years Education: BS in Civil Engineering, University of Florida Registration: Professional Engineer Florida No. 42108 Certifications: Certified Floodplain Manager (CFM) No. US-16-09342 Advanced Work Zone Traffic Controls FDOT Plans/Specifications Preparation ICPR User Training V3 & V4 XP-SWMM User Training MIKE HEC-RAS User Training MIKE 11 User Training CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 6 Record of the Village of Pinecrest Stormwater Master Plan development. The Village is a suburban area in Miami-Dade County (County), Florida. Incorporated in 1996, the Village of Pinecrest has a population of over 18,000 (based on the 2010 Census) and has a total area of 7.53 square miles. The Village limits lie within the C-2 and C-100 Basins. The Village did not have a previous Stormwater Master Plan, a complete hydraulic and hydrologic stormwater model of its primary stormwater management systems, or an associated capital improvement plan for stormwater management related projects. Project Role: Project Manager and Engineer of Record. National Pollutant Discharge Elimination System (NPDES) Program, Monroe County, FL, Reference: Mario Dominguez, PE, (305) 470-5486, Mario. Dominguez@dot.state.fl.us - Mr. Vazquez was the Project Manager on this project which entailed developing and implementing a Phase II National Pollutant Discharge Elimination System (NPDES) Municipal Separate Storm Sewer System (MS4), a 5-year program for the State roads within the City of Key West and Marathon in Monroe County. This continuing contract included assisting District 6 in negotiating the permit conditions with the Florida Department of Environmental Protection (FDEP) and preparing the Notice of Intent (NOI) documents on behalf of District 6. NPDES activities consisted of developing a system-wide NPDES MS4 program for the State roadways within Key West and Marathon’s limits. Project Role: Project Manager. Shorecrest Drainage and Sea Level Rise Study - Phase I, Miami, FL, Reference: Keith Ng, CFM, (305) 416-1298, keithng@miamigov.com - Mr. Vazquez was the Project Manager and Engineer of Record for performing a pilot drainage feasibility study within one of the most critically impacted areas of Shore Crest, which is located at the northeast end of the City. As part of this drainage feasibility study, the existing condition impacts due to sea- level rise (King Tide events) and groundwater rise with and without rainfall events were evaluated, and planning-level short-term and mid-range solutions were identified and evaluated to determine the most cost-effective and resilient solutions to be considered by the City to address the future projected sea level and groundwater rise. To establish the current and future flood protection level of service and to evaluate the performance of conceptual stormwater improvement projects, an integrated 1D/2D hydrologic/ hydraulic model was developed using the ICPR V4 model. The required capital improvements for the Mid-Range (2050) Planning Horizon include increasing stormwater pipe sizes, expanding stormwater pipe infrastructure reach, adding a stormwater pump station, raising road elevations to a minimum 3.5 feet relative to the North American Datum of 1988 (ft-NAVD), adding backflow preventers for select existing outfalls, grouted select existing outfalls and a raised the seawall to a minimum 3.78 ft-NAVD (the predicted King tide of 2050). Project Role: Project Manager, Engineer- of-Record. SR 5/MM 74-75 Sea Oats Beach Shoreline Protection Feasibility Report; Islamorada, FL, Mario Dominguez, PE, (305) 470-5486, Mario. Dominguez@dot.state.fl.us - Mr. Vazquez was the Project Manager for performing a feasibility investigation and report for SR 5/MM 74-75 Sea Oats Beach Shoreline Protection to address the erosion caused by Hurricane Irma. Prior to the start of work, Mr. Vazquez obtained available as-built plans and all available wave data. Mr. Vazquez performed a half-day site visit to validate the available data. Based on the collected information, Mr. Vazquez performed a feasibility analysis of the SR 5/MM 74-75 Sea Oats Beach Shoreline Protection, analyze two (2) alternatives, and presented the findings to the FDOT during a review meeting and submittal of Final Feasibility Report. The selected alternative is currently under design by FDOT in-house staff. Project Role: Project Manager. Alex Vazquez, PE, CFM (Page 2) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 7 Wilfredo Rodriguez, PhD Quality Control Mr. Rodriguez has 34 years of experience mainly in the area of transportation with emphasis in stormwater modeling, drainage design, permitting, stormwater management, and roadway design. Many of his projects have been for public agencies such as the Florida Department of Transportation, Miami-Dade County Public Works, Miami Expressway Authority and other cities and municipalities, as well as for private sector clients. Prior to coming to USA, Mr. Rodriguez had eleven years of experience working in a wide range of projects including stormwater management master plan development; water resource studies; hydrology, hydraulics, stormwater quality modeling, stormwater infrastructure analysis and design, drainage and salinity quality modeling for several Cuban governmental agencies. He has extensive modeling experience using one and two-dimensional hydrology/hydraulic analysis modeling, developed by Moscow Hydraulics Institute of Land Reclamation, program “HYDRO” and mathematical modeling in hydraulic management of soil and land reclamation. As a Senior Designer his responsibilities have included the execution of roadway design, plans preparation, drainage design, stormwater runoff permitting, preliminary engineering studies, pavement design, utilities coordination, maintenance of traffic, roadway lighting design, signing and pavement marking, traffic signalization and traffic planning. He also worked in various capacities on drainage problems for various Cuban governmental agencies. During that time, he wrote several articles published in scientific journals, pertaining to improving drainage and soils in agricultural systems. Relevant Experience: SR 826/I-75 Express Lanes Project – Design-Build, Miami-Dade County, FL - Project includes 13 miles of Express Lanes to be constructed along the SR 826 (Palmetto Expressway) and three miles on I-75 (SR 93). On SR 826, one to two express lanes in each direction will be provided. On I-75, one express lane will be provided in each direction from SR 826 and to NW 170th Street (2.0 miles south of the Miami-Dade/Broward County Line). The improvements consist of widening both SR 826 and I-75 and an elevated structure connecting the Express Lanes on SR 826 to the Express Lanes on I-75. This project includes new drainage, lighting, Intelligent Transportation Systems (ITS), signage, and landscape. Project Role: Senior Drainage Designer. SR 821 (HEFT) Widening from South of SW 104th Street (Killian Parkway) to North of SW 72nd Street (Sunset Drive) Design Build, Miami-Dade County, FL - The project includes the milling, resurfacing, and widening of SR 821/HEFT, which accommodates the future needs for capacity, operational and safety improvements. The project also includes the resurfacing, restoration, and rehabilitation of Sunset Drive, as well as interchange improvements at Kendall Drive. Project Role: Drainage Engineer. Years Experience: 37 years Education: Ph.D. Hydraulic Engineering Institute of Hydraulic Engineering Moscow BS, MS in Hydraulic Engineering, Institute of Hydraulic Engineering CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 8 J. Alexander George, PE Stormwater Drainage Engineer Mr. George has over 27 years of drainage and project management experience on public sector transportation and water resources projects. He has served as Senior Drainage Engineer for major and minor projects for Florida Department of Transportation (FDOT) Districts 2, 3, 4, 5, 6, 7 and Florida’s Turnpike Enterprise. Mr. George is skilled in hydrologic and hydraulic modeling; design of stormwater management facilities for limited access, major and minor roadways; design of open channel and closed storm drain systems; Pond Siting Reports; Bridge Hydraulic Reports; scour protection systems; erosion control/Stormwater Pollution Prevention Plans (SWPPP) and water quality improvements to address TMDL requirements in impaired waterbodies. Mr. George has successfully permitted projects with the US Army Corps of Engineers (ACOE), Florida Department of Environmental Protection (FDEP), St. Johns River Water Management District (SJRWMD), Suwannee River Water Management District (SRWMD), Southwest Florida Water Management District (SWFWMD), South Florida Water Management District (SFWMD) and Northwest Florida Water Management District (NWFWMD), and is proficient in the latest FDOT-approved drainage design software. Relevant Experience: SR 821 (HEFT) Widening from SW 288th Street (Biscayne Drive) to SW 216th Street (Hainlin Mill Road) – Design-Build, Miami-Dade County, FL - Final design and preparation of construction plans related to the widening of SR 821 from four lanes to six lanes and in the interim condition, providing two General Purpose Lanes and one Express Lane in each direction. This project also included the design of two inside bridge widenings, 5.1 miles of noise walls, wet and dry detention pond and swales, permitting, safety upgrades (guardrail and pier protection), milling and resurfacing, reconstruction of a toll gantry, traffic control and detours, utility coordination, signing and marking, Intelligent Transportation System (ITS), and lighting. Project Role: Senior Drainage Engineer/Drainage EOR. SR 821 (HEFT) Widening North of SW 184th Street (Eureka Drive) to South of SW 104th Street/SR 990 (Killian Parkway) Design-Build, Miami-Dade County, FL - The project included the design, widening, and reconstruction of SR 821/HEFT, which accommodates the future needs for capacity, operational and safety improvements. Capacity will be provided via the addition of one General Purpose Lane and one Express Lane in each direction through the limits of the project. Reconstruction of the HEFT/SR 874 interchange will modify the northbound configuration of the interchange in order to provide lane continuity for HEFT lanes on the left and SR 874 exiting traffic to the right. Project Role: Senior Drainage Engineer/Drainage EOR for hydraulic modeling of eight bridges using HEC-RAS, scour analysis and preparation of a Bridge Hydraulics Report. Years Experience: 27 years Education: MBA, Loyola University (Baltimore, MD) - Beta Sigma Gama Honor Society BS in Civil Engineering, Bucknell University, Lewisburg, PA Registration: Professional Engineer Florida No. 59006 Certifications: Long Range Estimates Training, FDOT Specifications Training, FDOT Bridge Scour Practices, FDOT/FICE HEC-RAS Training, ASCE CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 9 Sebastian Honigfort, PE, ENV SP Stormwater Modeling Engineer Mr. Honigfort serves as a Project Engineer with experience in Water Resource Engineering, Drainage Design, Geographic Information System (GIS) and Surveying. He supports land development and municipal projects with site design, civil engineering, and drainage analyses. His experience also includes permitting with local government agencies, water management districts, Florida Department of Transportation and Florida Department of Environmental Protection. Design experience has involved various aspects of infrastructure projects from roadway improvements, to utilities coordination and design, stormwater management facilities, stream stabilization, and site development. Construction experience includes review of shop drawings, cut sheets, site investigations and land surveying. Relevant Experience: Groundwater Model Development for Grand Oaks Community, St. Augustine, FL - Developed 762-acre 2D ICPRv4 drainage model to evaluate groundwater interflow connectivity between proposed stormwater ponds and existing wetlands. Converted existing 1D H&H model to ICPRv4 and added 2D groundwater mechanism. Reduced size of model domain and revised model from single storm event to continuous simulation. Developed pre- and post-development scenarios to assess impact to existing wetland systems. Processed model results using GIS and developed schematics to assist interpretation of results. Composed technical memorandum outlining model modifications, summarizing findings/ considerations and identifying areas of concern. Project Role: Lead Drainage Engineer. Childs Park, 8th Ave S & Vicinity Storm Drainage Improvements, St. Petersburg, FL - Developed 686-acre SWMM5.1 H&H model to evaluate drainage improvements in the northwest region of the Basin E watershed. Composed stormwater management report, prepared environmental resource permit (ERP) documents, designed storm sewer improvements and organized utility coordination efforts. Managed and reviewed the development of construction plans. Project Role: Project/Drainage Engineer. Sullivan Ranch Flooding Investigation and Recommendations, Mount Dora, FL - Conducted flooding investigation/engineering evaluation to identify the cause of stormwater management deficiencies observed within the Sullivan Ranch subdivision and to provide recommendations for potential corrective measures. Developed 360-acre ICPRv4 1D/2D H&H model to assess existing drainage conditions, examine adequacy of original development effort, and to identify the cause of reoccurring drainage problems for ten (10) areas within the neighborhood. Drafted technical memorandum to summarize findings, conclusions and recommendations. Developed conceptual schematics and construction cost estimates for remediation design. Project Role: Lead Drainage Engineer Years Experience: 7 years Education: MS in Civil Engineering, University of South Florida BS in Environmental Engineering, Florida Gulf Coast University BS in Civil Engineering, Florida Gulf Coast University Registration: Professional Engineer Florida No. 88596 Certifications: Envision Sustainability Professional CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 10 Tatiana Vargas Castilla, EI Water Resources Engineering Designer Ms. Vargas has 6 years of Water Resources experience. Her experience includes planning, design, and hydraulic and hydrological modeling of complex systems. Her modeling experience include 1D and 2D models which account for sea level rise and specific South Florida parameters. Her broad modeling and design experience extends to water distribution systems and combined and sewer collection systems, including pump station design, forcemain design, and process design of water and wastewater treatment plants. In addition to her technical abilities, Ms. Vargas has an excellent track record as a Project Manager and Project Leader of small to medium projects. Relevant Experience: City of Hialeah Gardens Sewer Model Update, Hialeah Gardens, FL - Sewer Model update of the City of Hialeah Gardens sewer collection system using XPSWMM. This project included data collection, demand and population projection, pattern creation, field monitoring activities, model update, master plan and design recommendations for capital improvement projects. Project Role: Project Designer. Hydraulic Model Network Update for the Miami-Dade Sewer Collection System, Miami-Dade County, FL - Supported the Model Update for the Miami-Dade Sewer Collection system using Infoworks ICM. Reviewed As-Built drawings and ArcGIS information in order to update the model. Hydraulic and Hydrologic modeling of present and future conditions in the system in order to improve, optimize and propose capital improvement projects in the system. Project Role: Project Designer. Integrated Master Plan Update for the Town of Davie, Davie, FL - Responsible to convert the existing Town of Davie Water and Wastewater models from WaterGEMS and SewerGEMS into InfoWater and InfoSWMM formats, respectively. Updated the Water and Wastewater models based on GIS and as-built drawings information. Reviewed the projected Dry Weather Wastewater Flows (DWF) for the wastewater model. Supported field testing to calibrate each model. Conducted the first run and calibration of the wastewater model. Project Role: Assistant Professional. Collier County Wastewater Model Update, Collier County, FL - Responsible to convert the existing Collier County Wastewater model from SewerGEMS to InfoSWMM, updated the wastewater model based on GIS and as-built drawings information. Started the calibration of the model. Project Role: Assistant Professional. North Miami Beach Force Main Replacement at the effluent of Sunshine Pump Station No. 1, Miami, FL - Design for the replacement of a 6” force main in ductile iron pipe. Conducted site visits to trace the alignment, reviewed geotechnical information, reviewed codes and standards for the design, created drawing, technical specifications and construction recommendations. Project Role: Project Designer. Years Experience: 6 years Education: MS in Civil Engineering, University of Oklahoma BS in Civil Engineering, Universidad de Los Andes Bogota, Colombia BS in Environmental Engineering, Universidad de Los Andes Bogota, Colombia Registration: Engineer Intern Florida No. 1100021911 CONTINUING ARCHITECTURAL & ENGINEERING SERVICES WATER RESOURCES ENGINEERING (REF. #: 2021-08WW) CONTINUING ARCHITECTURAL & ENGINEERING SERVICES - RFQ NO. 2021-08 | WATER RESOURCES ENGINEERING | REF. #: 2021-08WW | BCC ENGINEERING, LLC 11 Joanne Prince, PE, ENV SP Senior Civil Engineer Ms. Prince has over 26 years of management and engineering experience in the fields of water resources, interstate pipelines, ports and maritime facilities, and solid waste management. She has served in various roles including business line manager, department manager, client service manager, project manager and project engineer Her experience includes engineering design, feasibility studies, financial analyses, asset management, program management, and quality assurance. Relevant Experience: City of Doral – No-Name Storm Stormwater Improvements, Doral, FL - Investigated areas throughout the City that were prone to flooding following heavy rain fall events. Gathered survey and geotechnical data to prepare calculations and prepare schematic designs for exfiltration trenches, paving, grading, curb and gutter as needed. Prepared schematic designs, and cost estimates to be used by the City to procure a contractor for final pricing and construction of the improvements. Project Role: Project Engineer. City of West Palm Beach Program Management and Water Master Plan, West Palm Beach, FL - Prestressed concrete pipe assessment and rehabilitation and meter vault replacement. The first involved assessing PCCP failures in pipelines less than 36-inches and developing recommended rehabilitation methods for several types of failures based on their size and location. Assisted the City with selection of a magnetic meter and design of a vault to replace an existing venturi meter and vault enclosure. The new meter wi